COMPLETED BOARD ORDER?"???S-6 Revised)
Before the Board of Supervisors in and for the
County of Monterey, State of California
Construction No: 2010 006
a. Conduct a Public Hearing to Consider Modifications to Mitigation Monitoring and
Reporting Program for the State Route 68 at San Benancio Road Intersection
Improvements by Substituting Equivalent or More Effective Mitigation Measures;
b. Consider adopting a Resolution making Appropriate Findings and adopting the
Mitigation Monitoring and Reporting Program for the State Route 68 at San Benancio
Road Intersection Improvements;
c. Consider approving Plans and Special Provisions for the State Route 68 at San
Benancio Road Intersection Improvements, State Project No. EA 05-0H8220,
Contract No. 10-111065;
d. Consider authorizing the Director of Public Works to sign the approved Plans and
Specifications; and
e. Consider authorizing the Director of Public Works to advertise the Notice to
Bidders" in The Californian on January 17, 2011 and January 24, 2011, contingent
upon passage of the State Budget.
Upon motion of Supervisor Potter, seconded by Supervisor Calcagno, and carried by those
members present, the Board hereby:
a. Conducted a Public Hearing to Consider Modifications to Mitigation Monitoring and
Reporting Program for the State Route 68 at San Benancio Road Intersection Improvements
by Substituting Equivalent or More Effective Mitigation Measures;
b. Considered and adopted Resolution No. 10-238 making Appropriate Findings and adopting
the Mitigation Monitoring and Reporting Program for the State Route 68 at San Benancio
Road Intersection Improvements;
c. Considered and approved Plans and Special Provisions for the State Route 68 at San
Benancio Road Intersection Improvements, State Project No. EA 05-0H8220, Contract No.
10-111065;
d. Considered and authorized the Director of Public Works to sign the approved Plans and
Specifications; and
e. Considered and authorized the Director of Public Works to advertise the Notice to Bidders"
in The Californian on January 17, 2011 and January 24, 2011, contingent upon passage of
the State Budget.
PASSED AND ADOPTED this 27th day of July, 2010, by the following vote, to wit:
AYES: Supervisors Armenta, Calcagno, Salinas, Parker, Potter
NOES: None
ABSENT: None
I, Gail T. Borkowski, Clerk of the Board of Supervisors of the County of Monterey, State of California, hereby
certify that the foregoing is a true copy of an original order of said Board of Supervisors duly made and entered in
the minutes thereof of Minute Book 75 for the meeting on July 27, 2010.
Dated: November 12, 2010 Gail T. Borkowski, Clerk of the Board of Supervisors
County of Monterey, State of California
BIB]
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JANUARY-U012
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JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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BUDGET.-U012
COMPLETED BOARD ORDER?"???S-6
Before the Board of Supervisors in and for the
County of Monterey, State of California
Construction No: 2010 006
a. Conduct a Public Hearing to Consider Modifications to Mitigation Monitoring and
Reporting Program for the State Route 68 at San Benancio Road Intersection
Improvements by Substituting Equivalent or More Effective Mitigation Measures;
b. Consider adopting a Resolution making Appropriate Findings and adopting the
Mitigation Monitoring and Reporting Program for the State Route 68 at San Benancio
Road Intersection Improvements;
c. Consider approving Plans and Special Provisions for the State Route 68 at San
Benancio Road Intersection Improvements, State Project No. EA 05-0H8220,
Contract No. 10-111065;
d. Consider authorizing the Director of Public Works to sign the approved Plans and
Specifications; and
e. Consider authorizing the Director of Public Works to advertise the Notice to
Bidders" in The Californian on January 17, 2011 and January 24, 2011, contingent
upon passage of the State Budget.
Upon motion of Supervisor Potter, seconded by Supervisor Calcagno, and carried by those
members present, the Board hereby:
a. Conducted a Public Hearing to Consider Modifications to Mitigation Monitoring and
Reporting Program for the State Route 68 at San Benancio Road Intersection Improvements
by Substituting Equivalent or More Effective Mitigation Measures;
b. Considered and adopted Resolution No. 10-238 making Appropriate Findings and adopting
the Mitigation Monitoring and Reporting Program for the State Route 68 at San Benancio
Road Intersection Improvements;
c. Considered approving Plans and Special Provisions for the State Route 68 at San Benancio
Road Intersection Improvements, State Project No. EA 05-0H8220, Contract No. 10-111065;
d. Considered authorizing the Director of Public Works to sign the approved Plans and
Specifications; and
e. Considered authorizing the Director of Public Works to advertise the Notice to Bidders" in
The Californian on January 17, 2011 and January 24, 2011, contingent upon passage of the
State Budget.
PASSED AND ADOPTED this 27th day of July, 2010, by the following vote, to wit:
AYES: Supervisors Armenta, Calcagno, Salinas, Parker, Potter
NOES: None
ABSENT: None
I, Gail T. Borkowski, Clerk of the Board of Supervisors of the County of Monterey, State of California, hereby
certify that the foregoing is a true copy of an original order of said Board of Supervisors duly made and entered in
the minutes thereof of Minute Book 75 for the meeting on July 27, 2010.
Dated: July 29, 2010 Gail T. Borkowski, Clerk of the Board of Supervisors
County of Monterey, State of California
By"' 1 IL 1
Deputy
BIB]
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IN-U012
THE-U012
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JANUARY-U012
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UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
COMPLETED RESOLUTION NO. 10-2?}?S-6
Before the Board of Supervisors in and for the
County of Monterey, State of California
Resolution No: 10 238
Resolution approving and adopting a Mitigation
Monitoring and Reporting Program for the State Route
68 at San Benancio Road Intersection Improvements
project, State Project No. EA 05-0118220, Contract No.
10-111065.
WHEREAS, A proposal to construct certain intersection improvements on Highway 68 at the
San Benancio Road intersection, State Route 68 at San Benancio Road Intersection
Improvements project, State Project No. EA 05-0H8220, Contract No. 10-111065 the
Project"), was the subject of environmental analysis and an Initial Study with a Mitigated
Negative Declaration IS/MND), which was certified and adopted on June, 23, 2009, by Caltrans
as Lead Agency; and
WHEREAS, the County of Monterey County") is a Responsible Agency under the Project; and
WHEREAS, the County adopted Resolution No. 10-123, on May 18, 2010, wherein the County
certified that it had reviewed and considered the information contained in the IS/MND for the
Project; and
WHEREAS, as a Responsible Agency, the County has reviewed the proposed mitigation
measures with respect to its actions, and desires to substitute one mitigation measure and include
three additional mitigation measures to the Mitigation Monitoring and Reporting Program to be
adopted by the County; and
WHEREAS, the Project will significantly enhance turning movements and improve the operation
and safety of the Highway 68-San Benancio Road intersection, and it is specifically designed to
ease congestion at the intersection during peak commute hours; and
WHEREAS, the proposed Mitigation Monitoring and Reporting Program, as revised, came on
for public hearing before the Board of Supervisors of the County of Monterey on July 27, 2010.
NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of the County of
Monterey as follows:
A. The above recitals are true and correct.
B. Having considered all written and documentary information submitted, the staff reports,
oral testimony, other evidence presented, and the administrative record as a whole, the
Board of Supervisors hereby finds and decides as follows.
FINDINGS FOR THE SUBSTITUTION AND ADDITION OF MIGITATION MEASURES
|1013|
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COMPLETED RESOLUTION NO. 10-2?}?S-6
1. FINDING: The substitution of the Type ST-20S split rail" design in Mitigation Measure
V-2 Bridge Railing," identified in the County's Mitigation Monitoring and
Reporting Program Caltrans Bridge Standard Detail Sheet XS-16-205) is
equivalent or more effective than the Type ST-40 split rail" design identified
in the Caltrans Mitigated Negative Declaration as V-2 Bridge Railing"
Caltrans Standard Plan B 11-66), and will not, in itself, cause any potentially
significant effect on the environment.
EVIDENCE: a) ST-20S is stronger and higher than Caltrans Standard Plan B11-66,
thereby providing greater protection for pedestrians and cyclists.
b) Caltrans Standard ST-20S still maintains a split rail" design, reducing
visual impacts to a less than significant level, consistent with the IS/MND.
c) The rails will be painted brown, to blend better with the rural nature of the
area.
2. FINDING: The addition of Mitigation Measures BR-41, BR-42 and BR-43 provide
additional mitigation measures protecting the California Tiger Salamander and
are equivalent or more effective as Biological Resource mitigation measures
related to the California Tiger Salamander than the Biological Resources
Mitigation Measures identified in the Caltrans IS/MND, and will not, in
themselves, cause any potentially significant effect on the environment.
EVIDENCE: a) At the time that the IS/MND was prepared and certified by Caltrans, the
California Tiger Salamander was not listed by the California Department
of Fish and Game CDFG) as either a threatened or endangered species.
Accordingly, no mitigation measures specific to the California Tiger
Salamander were identified.
b) Consultation with the California Department of Fish and Game confirmed
that no revisions to the IS/MND were required due to the subsequent
listing of the California Tiger Salamander.
c) Mitigation Measure BR-41 calls for the survey of the work site for
California Tiger Salamander CTS) 72 hours prior to the commencement
of construction activities, and prohibits the start of construction work, if
CTS are found, until all CTS are removed from the site, by a qualified
biologist. It also calls for the erection of appropriate fencing to prevent
CTS from entering onto the worksite after the survey is performed.
d) Mitigation Measure BR-42 requires a qualified biologist to conduct
training for all construction personnel on the project, in order to identify
and protect CTS during construction.
e) Mitigation Measure BR-43 requires the presence of a qualified biologist
during construction activities, and authorizes the biologist to halt any
action that might result in impacts to the CTS, and also requires immediate
notification of the California Department of Fish and Game.
f) None of these Mitigation Measures themselves create environmental
impacts, but call for monitoring and halting activities that may cause
environmental impacts.
|1013|
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COMPLETED RESOLUTION NO. 10-2?}?S-6
FINDINGS WITH RESPECT TO ENVIRONMENTAL IMPACTS
1. FINDING: The Board of Supervisors of the County of Monterey certifies that it has
reviewed and considered the information contained in the Caltrans Initial
Study with Mitigated Negative Declaration dated June 23, 2009, and the
County Mitigation Monitoring and Reporting Program.
EVIDENCE: a) Resolution 10-132.
b) Staff Report dated July 27, 2010, including the Mitigation Monitoring and
Reporting Program, attached as Exhibit A to the Staff Report.
2. FINDING: Based upon the whole record, the Project will not have a significant effect on
the environment because changes or alterations have been required in, or
incorporated into, the Project which avoid or substantially lessen the
significant environmental effects of the Project, as described in the Caltrans
Initial Study with Mitigated Negative Declaration dated June 23, 2009.
EVIDENCE: a) Caltrans adopted the Initial Study with Mitigated Negative Declaration for
the Project on June 23, 2009 State Clearing House # 2008061098), as
Lead Agency.
b) No action challenging the IS/MND has been filed.
c) The County has previously reviewed and considered the IS/MND through
Resolution 10-132.
d) With respect to the Mitigation Measures identified in the Negative
Declaration, the County will substitute one measure V-2, Bridge
Railing") with a mitigation measure that has been found to be equivalent
or more effective than the measure identified in the certified IS/MND.
e) In addition, the County has added three new Mitigation Measures related
to the California Tiger Salamander, which were not included in the
certified IS/MND and are therefore more effective than the mitigation
measures relating to Biological Resources, with respect to the California
Tiger Salamander.
f) Staff Report dated July 27, 2010, including the Mitigation Monitoring and
Reporting Program, attached as Exhibit A to the Staff Report.
3. FINDING: The determination by the Board of Supervisors reflects its independent
judgment and analysis.
EVIDENCE: a) The Board Report dated July 27, 2010, and material referenced therein.
b) Comments from staff at the hearing on the proposed adoption of the
Mitigation Monitoring and Reporting Program.
c) The fact that the County has proposed and adopted substitute and
additional Mitigation Measures for its Mitigation Monitoring and
Reporting Program, compared to the Mitigation Measures identified in the
MND.
|1013|
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COMPLETED RESOLUTION NO. 10-2?}?S-6
BE IT FURTHER RESOLVED THAT, the Board of Supervisors hereby adopts and approves the
County's Mitigation Monitoring and Reporting Program as consistent with the spirit and intent
of the California Environmental Quality Act, the Initial Study with Mitigated Negative
Declaration first certified by Caltrans in June, 2009, and reviewed and certified by the County on
May 18, 2010, and approves the Project known as Highway 68 at the San Benancio Road
intersection, State Route 68 at San Benancio Road Intersection Improvements project, State
Project No. EA 05-0H8220, Contract No. 10-111065.
The documents and material constituting the record of these proceedings are to be held by the
County Department of Public Works.
PASSED AND ADOPTED on this 27th day of July, 2010, upon motion of Supervisor Potter,
seconded by Supervisor Calcagno, by the following vote, to-wit:
AYES: Supervisors Armenta, Calcagno, Salinas, Parker, Potter
NOES: None
ABSENT: None
I, Gail T. Borkowski, Clerk of the Board of Supervisors of the County of Monterey, State of California, hereby
certify that the foregoing is a true copy of an original order of said Board of Supervisors duly made and entered in
the minutes thereof of Minute Book 75 for the meeting on July 27, 2010.
Dated: July 29, 2010
Gail T. Borkowski, Clerk of the Board of Supervisors
County of Monterey, State of California
By C.
Deputy
|1013|
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SIGNED BOARD REPORTX??"???MONTEREY COUNTY BOARD OF SUPERVISORS
MEETING: July 27,2010-1:30 p.m. AGENDA NO.:
SUBJECT: a.
c. Conduct a Public Hearing to Consider Modifications to Mitigation
Monitoring and Reporting Program for the State Route 68 at San Benancio
Road Intersection Improvements by Substituting Equivalent or More
Effective Mitigation Measures;
Consider adopting a Resolution making Appropriate Findings and adopting
the Mitigation Monitoring and Reporting Program for the State Route 68 at
San Benancio Road Intersection Improvements;
Consider approving Plans and Special Provisions for the State Route 68 at
San Benancio Road Intersection Improvements, State Project No.
d.
e. EA 05-0118220, Contract No. 10-111065;
Consider authorizing the Director of Public Works to sign the approved
Plans and Specifications; and
Consider authorizing the Director of Public Works to advertise the Notice
to Bidders" in The Californian on January 17, 2011 and January 24, 2011,
contingent upon passage of the State Budget.
DEPARTMENT: RMA Public Works
RECOMMENDATIONS:
It is recommended that the Board of Supervisors:
a. Conduct a Public Hearing to Consider Modifications to Mitigation Monitoring and
Reporting Program for the State Route 68 at San Benancio Road Intersection Improvements
by Substituting Equivalent or More Effective Mitigation Measures;
b. Consider adopting a Resolution making Appropriate Findings and adopting the Mitigation
Monitoring and Reporting Program for the State Route 68 at San Benancio Road Intersection
Improvements;
c. Consider approving Plans and Special Provisions for the State Route 68 at San Benancio
Road Intersection Improvements, State Project No. EA 05-0118220, Contract No. 10-111065;
d. Consider authorizing the Director of Public Works to sign the approved Plans and
Specifications; and
e. Consider authorizing the Director of Public Works to advertise the Notice to Bidders" in
The Californian on January 17, 2011 and January 24, 2011, contingent upon passage of the
State Budget.
SUMMARY:
The State Route 68 at San Benancio Road Intersection Improvements project State Project No.
EA 05-0118220, Contract No. 10-111065) consists of adding a left-turn land and widening the
northbound approach on San Benancio Road. The Project was the subject of an Initial
Study/Mitigated Negative Declaration IS/MND) prepared and certified by Caltrans in June,
2009. As a Responsible Agency for the Project, the County needs to adopt a Mitigation
Monitoring and Reporting Program MMRP), ensuring that measures to mitigate environmental
impacts will occur. The County's MMRP substitutes one mitigation measure with respect to the
design of bridge rails on San Benancio Road, and adds three mitigation measures related to
protection of the California Tiger Salamander. In order to adopt this MMRP, the County needs
to hold a public hearing and make findings that the changes to the MMRP are equivalent or
more effective" than the related measures described in the IS/MND, and that they do not
themselves cause environmental impacts.
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SIGNED BOARD REPORTX??"???Plans and Specifications for State Route 68 at San Benancio Road Intersection Improvements
July 27, 2010
Page 2
DISCUSSION:
See attached Discussion.
OTHER AGENCY INVOLVEMENT:
County Counsel and Risk Management have reviewed and approved the Mitigation Monitoring
and Reporting Program and the Special Provisions as to form, and insurance provisions,
respectively. The Transportation Agency for Monterey County TAMC) and Caltrans have also
actively participated in the development of the project.
FINANCING:
Project costs do not impact the General Fund or Road Fund. Total project cost, including
engineering, environmental, right-of-way and construction, is estimated at $4.8 million. The
project is funded by County Traffic Impact fees collected from developments in the Highway 68
corridor, TAMC Traffic Impact fees, State Transportation Improvement Program funds and State
Minor A funds.
Richard P. 5uerwein, P.X. 831) 796-3071
Senior Civ
Yazdan T. Emrani, P.E.
Director of Public Works
Attachments: Board Order; Board Resolution; Discussion; Project Budget; Proof of Publication;
Notice to Bidders; Exhibit A: Mitigation Monitoring and Reporting Program;
Plans and Special Provisions on file with the Clerk of the Board); Location Map
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ATTACHMENT - DISCUSSION"???DISCUSSION:
The Department of Public Works has been working with Caltrans and the Transportation Agency
for Monterey County TAMC) in developing the proposed State Route 68 at San Benancio Road
Intersection Improvements, State Project No. EA 05-0H8220, Contract No. 10-111065. The
project, consisting of adding a westbound left-turn lane on SR 68 and widening the northbound
approach on San Benancio Road, will significantly enhance turning movements and improve the
operation and safety of the intersection. The project is also designed to ease existing congestion
at the intersection during peak commute hours.
Caltrans, as the CEQA Lead Agency for the project, prepared the Initial Study with Mitigated
Negative Declaration IS/MND). Caltrans certified and approved the IS/MND in June, 2009.
This Board, as a Responsible Agency under CEQA, first considered the IS/MND on May 18,
2010 when it ratified the acquisition of easements necessary for the project. The easements were
necessary to meet a Caltrans requirement of site control" prior to final determination of funding
for the project. The California Transportation Commission allocated construction funding on
July 1, 2010 contingent upon passage of the FY 2010-11 State Budget.
Adoption of a Mitigation Monitoring and Reporting Program MMRP) at this time is required to
fulfill the County's obligations as a Responsible Agency under CEQA. One minor modification
is proposed to be made to the mitigation measures noted in the IS/MND. It is proposed that
Measure V-2 be changed to reflect on alternative split rail design to assure the safety of
pedestrians, cyclists and motorists. The ST-20S design referencing bridge standard XS-16-205)
is stronger to withstand crash impacts and higher than the Caltrans Standard Plan B 11-66 Type
ST-40) referenced in the IS/MND. The recommended standard will provide adequate protection
for pedestrians and cyclists while still utilizing the split rail design to preserve rural character.
This substitute mitigation measure is considered to be an equivalent or more effective"
mitigation measure, in that it continues to mitigate visual impacts by keeping to a split rail"
design, but provides more protection than the standard described in the IS/MND Mitigation
Measure V-2. The rails will also be painted brown, to blend more with the rural setting.
In addition, three new mitigation measures are proposed for the protection of California Tiger
Salamander, should it be found at the site. The California Tiger Salamander CTS) was not
listed as a threatened species by the California Department of Fish and Game CDFG) until May
20, 2010, after adoption and certification of the IS/MND by the Lead Agency. Staff consulted
with CDFG and was informed that no revision to the IS/MND was required, but mitigation
measures designed to search for, identify, and if located, protectively relocate the CTS are
recommended for inclusion in the County's MMRP. These new Mitigation Measures were
developed in consultation with CDFG and are identified as BR-41, BR-42 and BR-43 in the
MMRP which is included in this package.
None of these changes to the MMRP create environmental impacts in and of themselves. The
different design of the guard rail for the bridge is still a split rail" design, and is similar, yet
stronger than the design standard identified in the IS/MND. The three mitigation measures
relative to the CTS do not create any impacts, but include a survey, training, monitoring, and, if
necessary, the relocation of CTS under the guidance of the CDFG.
A public hearing is required on a proposal to modify or substitute mitigation measures identified
in a Mitigated Negative Declaration. Notice of today's hearing was published in The Californian
on July 16, 2010.
Discussion, Page 1
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ATTACHMENT - DISCUSSION"???The prior action presented to the Board the acquisition of easements) did not impact the
environment. Additionally, it was unknown if Caltrans would approve necessary funding. The
present action is the approval of plans and specifications leading to construction, which will
cause environmental impacts. Additionally, with the approval of funding, it is much more likely
that the project will go forward. While the mitigation measures described in the MMRP have
been incorporated into the plans and specifications with the substituted mitigation measures
described above), adoption of the MMRP will help to ensure compliance with those measures.
Part of the original MMRP referenced the possible use of an off-site location a portion of Toro
Park) for the replacement of oak trees removed as part of the project. The plans and
specifications presented for approval do not require use of this off-site location, as the final
design was able to reduce the footprint of construction and reduce the number of trees to be
removed from 19 to 14. As such, all vegetation mitigation measures, including tree replacement,
can occur on-site, consistent with the MMRP. Because the original MMRP contemplated on-site
replacement to the extent feasible," there is no need to modify the MMRP for this issue.
Approval of the Plans and Special Provisions will authorize the Department of Public Works to
proceed with advertising for the State Route 68 at San Benancio Road Intersection
Improvements, State Project No. EA 05-0H8220, Contract No. 10-111065. The bid opening is
set for February 17, 2011, at 3:00 p.m., in the Board of Supervisors' Conference Room 1032,
Monterey County Government Center, 168 West Alisal Street, 1st Floor, Salinas, CA 93901.
Project construction is scheduled to begin in April 2011.
Discussion, Page 2
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PROJECT BUDGET - CONTRACT NO.???MONTEREY COUNTY DEPARTMENT OF PUBLIC WORKS
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
STATE PROJECT NO. EA 05-0H8220
CONTRACT NO. 10-111065
PROJECT BUDGET
Design Engineering/Environmental $1,088,455
Right-of-Way/Utilities 67,058
Construction Management 370,000
Construction
Engineer's Estimate $2,980,000
10% Contingencies 298,000
3,278,000
TOTAL ESTIMATED PROJECT COST: $4,803,513
REVENUE
County Traffic Impact Fees $749,082
State Transportation Improvement Program Funds 3,155,500
State Minor A Funds 750,000
TAMC Fees 148,931
TOTAL: $4,803,513
BIB]
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NOTICE TO BIDDERS - CONTRACT ???RESOURCE MANAGEMENT AGENCY
DEPARTMENT OF PUBLIC WORKS
COUNTY OF MONTEREY
STATE OF CALIFORNIA
NOTICE TO BIDDERS
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
STATE PROJECT NO. EA 05-0H8220
CONTRACT NO. 10-111065
Sealed bids will be received at the OFFICE OF THE CLERK OF THE BOARD OF SUPERVISORS,
COUNTY OF MONTEREY, 168 W. ALISAL STREET 1ST FLOOR, SALINAS, CALIFORNIA 93901
MAILING ADDRESS: P 0 Box 1728, SALINAS CA 93902-1728), until February 17, 2011 at 3:00
p.m., for the State Route 68 at San Benancio Road Intersection Improvements, State Project No.
EA 05-0H8220, Contract No. 10-111065, as shown on the plans and in accordance with the
specifications and other requirements therefore, at which time they will be publicly opened and
read by the Purchasing Agent in the County of Monterey Government Center, Board of
Supervisors' Conference Room 1032, 168 West Alisal Street 1St Floor, Salinas, California 93901.
Special attention of prospective bidders is called to the Proposal Requirements and Conditions"
of the Special Provisions. A bidder's bond, issued by an admitted corporate surety company in
an amount equal to at least ten percent of the amount bid, must accompany the bid. A blank
Bidder's Bond form is attached to the proposal.
The Bidder shall possess a valid Class A Contractor's License at the time this contract is
awarded.
The project consists of widening approximately 1800 feet of state highway and county roadway,
widening the El Toro Creek Bridge at San Benancio Road with precast I" girders, retaining wall
construction with architectural surfacing, installation of hot mix asphalt dike, guard railing,
concrete barrier, including, but not limited to, grading, clearing and grubbing, revegetation and
plant establishment and traffic control. The Engineer's Estimate for the construction cost is $3.3
million.
A payment bond and a performance bond each in the amount of 100 percent of the Contract are
required as specified by Section 3-1.02, Contract Bonds," of the Special Provisions.
Bids are required for the entire work described herein. Prices on alternate construction methods
or materials will be considered only when specifically called for.
The CONTRACT DOCUMENTS may be examined at the following locations:
Monterey County Salinas Valley Builders Exchange
Department of Public Works 20 Quail Run Circle
168 W. Alisal Street, 2"d Floor Salinas, CA 93907
Salinas, CA 93901
BIB]
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NOTICE TO BIDDERS - CONTRACT ???San Francisco Builders Exchange
850 S. Van Ness Avenue
San Francisco, CA 94110
Builders Exchange of the Central Coast
100 12th Street, Bldg. 2861
Marina, CA 93933
Fresno Builders Exchange
1244 North Mariposa Avenue
Fresno, CA 93703
Sacramento Builders Exchange
1331 T Street
Sacramento, CA 95811
Santa Cruz Builders Exchange
1248 Thompson Avenue
Santa Cruz, CA 95062
McGraw Hill
11875 Dublin Blvd. Suite A-118
Dublin, CA 94568
The Contract Documents will be made available ELECTRONICALLY and can be downloaded
for free at the following Monterey County website:
http://www.co.monterey.ca.us/publicworks/bids.htm. a.us/publicworks/bids.ht,m. Plan holders must register before they can
view or download the documents. A copy of the electronic files on compact-disc CD) is also
available at MONTEREY COUNTY DEPARTMENT OF PUBLIC WORKS, 168 W. ALISAL STREET, 2ND
FLOOR, SALINAS, CALIFORNIA 93901 for a nonrefundable fee of $5.00. The electronic files can
be used to print the project plans full or half size), project specifications, and other such
documents at various printing companies.
Pursuant to Section 1773 of the Labor Code, the Director of the California Department of
Industrial Relations has ascertained the general prevailing rate or per diem wages and the general
prevailing rate for holiday and overtime work in this locality for each craft, classification, or type
of worker needed to execute the Contract and are available on the internet at
http:/www.dir.ca.gov/dlsr/pwd/. Copies thereof are on file in the office of Department of Public
Works, Salinas, California, and may be examined by any interested party on request. These
wage determinations for this project as predetermined by the Director of the California
Department of Industrial Relations are set forth in these Special Provisions. Addenda to modify
wage rates, if necessary, will be issued to the holders of these Special Provisions. Future
effective General Prevailing Wage Determinations, which have been predetermined and are on
file with the California Department of Industrial Relations http://www.dir.ca.gov/dlsr/pwd/), are
referenced but not printed in these Special Provisions.
Upon the Contractor's request, the County of Monterey will make payment of funds withheld
from progress payments pursuant to the requirements of Public Contract Code Section 22300 if
the Contractor deposits in escrow with the County Treasurer or with a bank acceptable to the
County of Monterey, securities eligible for the investment of State funds under Government
Code Section 16430 or bank or savings and loan certificates of deposit, upon conditions
specified in Contract documents.
The Resource Management Agency, Department of Public Works reserves the right to reject any
or all bids or to waive any irregularities or informalities in any bids or in the bidding.
The quantities in the Bid Book Book Two) are approximate only, being given as a basis for the
comparison of bids; and the Department of Public Works does not, expressly or by implication,
agree that the actual amounts of work will correspond therewith, but reserves the right to
increase or decrease the amount of any class or portion of the work as may be deemed
BIB]
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NOTICE TO BIDDERS - CONTRACT ???necessary or expedient by the Engineer. All bids are to be compared on the Bid Form Book
Two) of the quantities to be done.
YAZDAN T. EMRANI, P.E.
DIRECTOR OF PUBLIC WORKS
RMA DEPARTMENT OF PUBLIC WORKS
COUNTY OF MONTEREY
STATE OF CALIFORNIA
DATED:
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PROOF OF PUBLICATION - JULY 2???T hc'? Sulirc~~
www.thecalifornian.com
This space is for the County Clerk's Filing Stump
PROOF OF RECEIVED
PUBLICATION U' l a
2015.5 C.C.P.) RESOURCE M AGEMENT AGENCY
p j J WORKS ADM IN
STATE OF CALIFORNIA
County of Monterey
I am a citizen of the United States and a
resident of the County aforesaid; I am over
the age of eighteen years, and not a party to
or interested in the above-entitled matter. I
am the principal clerk of the printer of The
Salinas Californian, a newspaper of general
circulation, printed and published daily
except Sunday in the City of Salinas,
County of Monterey and which newspaper
has been adjudged a newspaper of general
circulation by the Superior Court of the
County of Monterey, State of California;
that the notice, of which the annexed is a
printed copy set in type no smaller than
nonpareil), has been published in each
regular and entire issue of said newspaper
and not in any supplement thereof on the
following dates, to-wit:
Notice of Public Hearing:
Monterey County Board of Supervisors
Hearing: Tuesday, July 27, 2010, at 1:30pm
1N.'O1TII.C?E rAF PSLIiBsL`I,C,~HiEtA1R.I1N',G
Monterey County Board= of-.Supervisors
NOTIO'E IS.HEREBY'GIUENrthat~the MontereytCounty?Boardsof Superv sors will con-
duct:a~Public Hearing:,#o'Consider!Modificationslto:aMitigation.Monitoringtand6Reporting
4Program.;by Substituting Equivalent,.or More: Effective., Mitigation 4Measures--Consider
Adopting a Resolution"Making Appropriate Findings and Adopting thefMitigatton Monitor
ing'and ReportingaProgram'forthg;State Route?68_~at#San-Benancio"Road Intersection-Im=
provements gStatefProject3No?EAiOB#OH8220,??a copy of the written recommendation report to the DRB Coordinator, Division of
Construction, MS 44, P.O. Box 942874, Sacramento, CA 94274.
f. Within 30 days after receiving the DRB's report, the parties shall respond to the DRB in
writing signifying that the dispute is either resolved or remains unresolved. Failure to
provide the written response within the time specified, or a written rejection of the DRB's
recommendation or a written response requesting the DRB reconsider their
recommendation, shall conclusively indicate that the party(s) failing to respond accepts
the DRB recommendation. Immediately after responses have been received from both
parties, the DRB shall provide copies of both responses to the parties simultaneously.
Either party may request clarification of elements of the DRB's report from the DRB
prior to responding to the report. The DRB shall consider any clarification request only if
submitted within 10 days of receipt of the DRB's report, and if submitted simultaneously
in writing to both the DRB and the other party. Each party may submit only one request
for clarification for any individual DRB report. The DRB shall respond, in writing, to
requests for clarification within 10 days of receipt of such requests.
g. Either party may seek a reconsideration of the DRB's recommendation. The DRB shall
only grant reconsideration based upon submission of new evidence and if the request is
submitted within the 30 day time limit specified for response to the DRB's written report.
Each party may submit only one request for reconsideration regarding an individual DRB
recommendation.
h. If the parties are able to settle their dispute with the aid of the DRB's report, the STATE
and the CONTRACTOR shall promptly accept and implement the settlement of the
parties. If the parties cannot agree on compensation within 60 days of the acceptance by
both parties of the settlement, either party may request the DRB to make a
recommendation regarding compensation.
2. INFORMAL DISPUTE MEETING
An informal dispute meeting shall be convened, only if, the parties and the DRB agree
that this dispute resolution process is appropriate to settle the dispute.
The following procedure shall be used for the informal dispute meeting:
a. The parties shall furnish the DRB with one copy of pertinent documents requested by the
DRB that are or may become necessary for the DRB to perform its function. The party
furnishing documents shall furnish such documents to the other party at the same time the
document is provided to the DRB.
b. After the dispute meeting has concluded, the DRB members shall deliberate in private the
same day until a response to the parties is reached or as otherwise agreed to by the
parties.
c. The DRB then verbally delivers its recommendation with findings, including minority
opinion, if any, to the parties.
d. After the recommendation is presented, the parties may ask for clarifications.
e. Occasionally the DRB may be unable to formulate a recommendation based on the
information given at a dispute meeting. However, the DRB may provide the parties with
advice on strengths and weaknesses of their prospective positions, in the hope of the
parties reaching settlement.
f. If the parties are able to settle their dispute with the aid of the DRB's opinion, the STATE
and the CONTRACTOR shall promptly accept and implement the settlement of the
parties.
g. The DRB will not be bound by its verbal recommendation in the event that a dispute is
later heard by the DRB in a traditional dispute meeting.
Book One- State Route 68 at San Benancio Road Intersection Improvements 54
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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MAKING-U012
APPROPRIATE-U012
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68-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Unless the dispute is settled, use of the informal dispute meeting does not relieve the parties
of their responsibilities under Section 5-1.15C, Dispute Resolution Board," of the Standard
Specifications or subsection, Traditional Dispute Meeting," of this AGREEMENT. There will
be no extension of time allowed for the process to permit the use of the informal dispute meeting,
unless otherwise agreed to by the parties.
SECTION IV TIME FOR BEGINNING AND COMPLETION
DRB members shall not begin work under the terms of this AGREEMENT, until authorized
in writing by the STATE or as agreed to by the parties. Once established, the DRB shall be in
operation until the Director accepts the contract. If the contract is terminated in accordance with
Section 8-1.08, Termination of Control," of the Standard Specifications, the DRB will be
dissolved.
SECTION V PAYMENT
Each DRB member shall be compensated at an agreed rate of $1,500 per day for time spent
per meeting, either at start of project, or a scheduled progress or a dispute meeting. A member
serving on more than one State DRB or DRA, regardless of the number of meetings per day,
shall not be paid more than the agreed rate per day. The agreed rate shall be considered full
compensation for on site time, travel expenses, transportation, lodging, time for travel and
incidentals for each day, or portion thereof that the DRB member is at an authorized DRB
meeting. No additional compensation will be made for time spent by DRB member to review
and research activities outside the official DRB meetings unless that time, such as time spent
evaluating and preparing recommendations on specific issues presented to the DRB, has been
specifically agreed to in advance by the parties. Time away from the project, which has been
specifically agreed to in advance by the parties, will be compensated at an agreed rate of $150
per hour. The agreed amount of $150 per hour shall include all incidentals including expenses
for telephone, fax, and computer services. The State will provide administrative services such as
conference facilities to the DRB.
A. PAYMENT PROCESSING
The CONTRACTOR shall make direct payments to each DRB member for their participation
in authorized meetings and approved hourly rate charges, from invoices submitted by each DRB
member, and technical services.
DRB members may submit invoices to the CONTRACTOR for partial payment for work
performed and services rendered for their participation in authorized meetings not more often
than once per month during the progress of the work. The invoices shall be in a format approved
by the parties and accompanied by a general description of activities performed during that
billing period. Payment for hourly fees, at the agreed rate, shall not be paid to a DRB member
until the amount and extent of those fees are approved by the STATE and the CONTRACTOR.
B. INSPECTION OF COSTS RECORDS
DRB members and the CONTRACTOR shall keep available for inspection by
representatives of the STATE and the United States federal government, for a period of 3 years
after final payment, the cost records and accounts pertaining to this AGREEMENT. If any
litigation, claim, or audit arising out of, in connection with, or related to this contract is initiated
before the expiration of the 3-year period, the cost records and accounts shall be retained until
such litigation, claim, or audit involving the records is completed.
Book One- State Route 68 at San Benancio Road Intersection Improvements 55
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??@??SECTION VI ASSIGNMENT OF TASKS OF WORK
DRB members shall not assign the work of this AGREEMENT.
SECTION VII TERMINATION OF A DRB MEMBER
DRB members may resign after providing not less than 15 days written notice of their
resignation to the STATE and the CONTRACTOR. A DRB member may be terminated, by
either party, for failing to comply at all times with all required employment or financial
disclosure conditions of DRB membership in conformance with the terms of the contract and this
AGREEMENT.
Service of a DRB member may be terminated at any time with not less than 15 days notice as
follows:
A. The State may terminate service of the State appointed member.
B. The Contractor may terminate service of the Contractor appointed member.
C. Upon the written recommendation of the State and Contractor appointed members for the
removal of the third member.
D. Upon resignation of a member.
When a member of the DRB is replaced, the replacement member shall be appointed in the
same manner as the replaced member was appointed. The appointment of a replacement DRB
member will begin promptly upon determination of the need for replacement and shall be
completed within 15 days. Changes in either of the DRB members chosen by the 2 parties will
not require re-selection of the third member, unless both parties agree to such re-selection in
writing. The Dispute Resolution Board Agreement shall be amended to reflect the change of a
DRB member.
Each party shall document the need for replacement and substantiate the replacement request
in writing to the other party and DRB members.
SECTION VIII LEGAL RELATIONS
The parties hereto mutually understand and agree that each DRB member in the performance
of duties is acting in the capacity of an independent agent and not as an employee of either party.
No party to this AGREEMENT shall bear a greater responsibility for damages or personal
injury than is normally provided by Federal or State of California Law.
Notwithstanding the provisions of this contract that require the CONTRACTOR to
indemnify and hold harmless the STATE, the parties shall jointly indemnify and hold harmless
the DRB members from and against all claims, damages, losses, and expenses, including but not
limited to attorney's fees, arising out of and resulting from the findings and recommendations of
the DRB.
SECTION IX CONFIDENTIALITY
The parties hereto mutually understand and agree that all documents and records provided by
the parties in reference to issues brought before the DRB, which documents and records are
marked Confidential for use by the DRB only," shall be kept in confidence and used only for
the purpose of resolution of subject disputes, and for assisting in development of DRB findings
and recommendations; that such documents and records will not be utilized or revealed to others,
except to officials of the parties who are authorized to act on the subject disputes, for any
purposes, during the life of this AGREEMENT. Upon termination of this AGREEMENT, said
confidential documents and records, and all copies thereof, shall be returned to the parties who
furnished them to the DRB. However, the parties understand that such documents may be
Book One- State Route 68 at San Benancio Road Intersection Improvements 56
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
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E.-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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C.-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??A??subsequently discoverable and admissible in court or arbitration proceedings unless a protective
order has been obtained by the party seeking further confidentiality.
SECTION X DISPUTES
Disputes between the parties arising out of the work or other terms of this AGREEMENT,
which cannot be resolved by negotiation and mutual concurrence between the parties, or through
the administrative process provided in the contract, shall be resolved by arbitration as provided
in Section 9-1.10, Arbitration," of the Standard Specifications. Disputes between the DRB and
either party, which cannot be resolved by negotiation and mutual concurrence, shall be resolved
in the appropriate forum.
SECTION XI VENUE, APPLICABLE LAW, AND PERSONAL JURISDICTION
In the event that any party deems it necessary to institute arbitration proceedings to enforce
any right or obligation under this AGREEMENT, the parties hereto agree that such action shall
be initiated in the Office of Administrative Hearings of the State of California. The parties
hereto agree that all questions shall be resolved by arbitration by application of California law
and that the parties to such arbitration shall have the right of appeal from such decisions to the
Superior Court in conformance with the laws of the State of California. Venue for the arbitration
shall be Sacramento or any other location as agreed to by the parties.
SECTION XII FEDERAL REVIEW AND REQUIREMENTS
On Federal-Aid contracts, the Federal Highway Administration shall have the right to review
the work of the DRB in progress, except for private meetings or deliberations of the DRB that do
not become part of the project records.
Other Federal requirements in this agreement shall only apply to Federal-Aid contracts.
SECTION XIII CERTIFICATION OF CONTRACTOR, DRB, AND STATE
IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT as of the day
and year first above written.
DRB MEMBER DRB MEMBER
By: By:
Title:
DRB CHAIRPERSON
By:
Title
Title
Book One- State Route 68 at San Benancio Road Intersection Improvements 57
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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BENANCIO-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??B??CONTRACTOR
CALIFORNIA DEPARTMENT
OF TRANSPORTATION
By: By:
Title: Title:
Add:
5-1.16-5-17 BLANK)
Add:
5-1.18 PROPERTY AND FACILITY PRESERVATION
5-1.18A General
Preserve property and facilities, including:
1. Adjacent property
2. Department's instrumentation
3. ESAs
4. Lands administered by other agencies
5. Railroads and railroad equipment
6. Roadside vegetation not to be removed
7. Utilities
8. Waterways
Immediately report damage to the Engineer.
If you cause damage, you are responsible.
Install sheet piling, cribbing, bulkheads, shores, or other supports necessary to support
existing facilities or support material carrying the facilities.
Dispose of temporary facilities when they are no longer needed.
If you damage plants not to be removed:
1. Dispose of them outside the right of way unless the Engineer allows you to reduce them
to chips and spread the chips within the highway at locations designated by the Engineer
2. Replace them
Replace plants with plants of the same species.
Replace trees with 24-inch-box trees.
Replace shrubs with No. 15 container shrubs.
Replace ground cover plants with plants from flats. Replace Carpobrutus ground cover
plants with plants from cuttings. Plant ground cover plants 1 foot on center.
If a plant establishment period is specified, replace plants before the start of the plant
establishment period; otherwise, replace plants at least 30 days before Contract acceptance.
Book One- State Route 68 at San Benancio Road Intersection Improvements 58
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??C??Water each plant immediately after planting and saturate the backfill soil around and below
the roots or ball of earth around the roots of each plant. Water as necessary to maintain plants in
a healthy condition until Contract acceptance.
The Department may make a temporary repair to restore service to a damaged facility.
If working on or adjacent to railroad property, do not interfere with railroad operations.
For an excavation on or affecting railroad property, submit work plans showing the system to
be used to protect railroad facilities. Allow 65 days for the Engineer's review of the plans. Do
not perform work based on the plans until the Engineer notifies you they are accepted.
5-1.18B Nonhighway Facilities Including Utilities)
The Department may rearrange a nonhighway facility during the Contract. Rearrangement of
a nonhighway facility includes installation, relocation, alteration, or removal of the facility.The
Department may authorize facility owners and their agents to enter the highway to perform
rearrangement work for their facilities or to make connections or repairs to their property.
Coordinate activities to avoid delays.
Notify the Engineer at least 3 business days before you contact the regional notification
center under Govt Code 4216 et seq. Failure to contact the notification center prohibits
excavation.
Before starting work that could damage or interfere with underground infrastructure, locate
the infrastructure described in the Contract, including laterals and other appurtenances, and
determine the presence of other underground infrastructure inferred from visible facilities such as
buildings, meters, or junction boxes.
Notify the Engineer if the infrastructure described in the Contract cannot be found. If after
giving the notice, you find the infrastructure in a substantially different location than described,
finding the infrastructure is paid for as extra work as specified in Section 4-1.03D, Extra Work."
Underground infrastructure described in the Contract may be in different locations than
described, and additional infrastructure may exist.
Upon discovering an underground main or trunk line not described in the Contract,
immediately notify the Engineer and the infrastructure owner. The Engineer orders the locating
and protecting of the infrastructure. The locating and protecting is paid for as extra work as
specified in Section 4-1.03D, Extra Work." If ordered, repair infrastructure damage. If the
damage is not due to your negligence, the repair is paid for as extra work as specified in Section
4-1.03D, Extra Work."
If necessary underground infrastructure rearrangement is not described in the Contract, the
Engineer may order you to perform the work. The rearrangement is paid for as extra work as
specified in Section 4-1.03D, Extra Work."
If you want infrastructure rearrangement different from that described in the Contract:
1. Notify the Engineer
2. Make an arrangement with the infrastructure owner
3. Obtain authorization for the rearrangement
4. The Department does not adjust time or payment for rearrangement different from the
Contract
5. Pay the infrastructure owner any additional cost
Immediately notify the Engineer of a delay due to the presence of main line underground
infrastructure not described in the Contract or in a substantially different location or due to
rearrangement different from the Contract. The Department pays for one of these delays in the
same manner as specified for a right of way delay in Section 8-1.09, Right of Way Delays."
Book One- State Route 68 at San Benancio Road Intersection Improvements 59
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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BY-U012
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EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
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APPROVING-U012
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ROUTE-U012
68-U012
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INTERSECTION-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??D??AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 6 CONTROL OF MATERIALS
Issued 05-01-09)
Replace Section 6-1.05 with:
6-1.05 SPECIFIC BRAND OR TRADE NAME AND SUBSTITUTION
A reference to a specific brand or trade name establishes a quality standard and is not
intended to limit competition. You may use a product that is equal to or better than the specified
brand or trade name if approved.
Submit a substitution request within a time period that:
1. Follows Contract award
2. Allows 30 days for review
3. Causes no delay
Include substantiating data with the substitution request that proves the substitution:
1. Is of equal or better quality and suitability
2. Causes no delay in product delivery and installation
Add:
6-1.075 GUARANTEE
Guarantee the work remains free from substantial defects for 1 year after contract acceptance
except for work parts for which you were relieved of maintenance and protection. Guarantee
each of these relieved work parts for 1 year after the relief date.
The guarantee excludes damage or displacement caused by an event outside your control
including:
1. Normal wear and tear
2. Improper operation
3. Insufficient maintenance
4. Abuse
5. Unauthorized change
6. Act of God
During the guarantee period, repair or replace each work portion having a substantial defect.
The Department does not pay for corrective work.
During corrective work activities, provide insurance coverage specified for coverage before
contract acceptance.
The contract bonds must be in full force and effect until the later of:
1. Expiration of guarantee period
2. Completion of corrective work
Book One- State Route 68 at San Benancio Road Intersection Improvements 60
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??E??If a warranty specification conflicts with Section 6-1.075, Guarantee," comply with the
warranty specification.
During the guarantee period, the Engineer monitors the completed work. If the Engineer
finds work having a substantial defect, the Engineer lists work parts and furnishes you the list.
Within 10 days of receipt of the list, submit for authorization a detailed plan for correcting
the work. Include a schedule that includes:
1. Start and completion dates
2. List of labor, equipment, materials, and any special services you plan to use
3. Work related to the corrective work, including traffic control and temporary and
permanent pavement markings
The Engineer notifies you when the plan is authorized. Start corrective work and related
work within 15 days of notice.
If the Engineer determines corrective work is urgently required to prevent injury or property
damage:
1. The Engineer furnishes you a request to start emergency repair work and a list of parts
requiring corrective work
2. Mobilize within 24 hours and start work
3. Submit a corrective work plan within 5 days of starting emergency repair work
If you fail to perform work as specified, the Department may perform the work and bill you.
In Section 6-1.08 delete the 2nd paragraph.
Add:
6-1.085 BUY AMERICA 23 CFR 635.410)
For a Federal-aid contract, furnish steel and iron materials to be incorporated into the work
that are produced in the United States except:
1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the
domestic production of the steel and iron materials 60 Fed Reg 15478 03/24/1995)]
2. If the total combined cost of the materials does not exceed the greater of 0.1 percent of
the total bid or $2,500, material produced outside the United States may be used
Production includes:
1. Processing steel and iron materials, including smelting or other processes that alter the
physical form or shape such as rolling, extruding, machining, bending, grinding, and
drilling) or chemical composition
2. Coating application, including epoxy coating, galvanizing, and painting, that protects or
enhances the value of steel and iron materials
For steel and iron materials to be incorporated into the work, submit a Certificate of
Compliance under Section 6-1.07, Certificates of Compliance," of the Standard Specifications
that certifies all production processes occurred in the United States except for the above
exceptions.
Book One- State Route 68 at San Benancio Road Intersection Improvements 61
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??F??Add:
6-1.087 BUY AMERICA PUB RES CODE 42703(d))
Furnish crumb rubber to be incorporated into the work that is produced in the United States
and is derived from waste tires taken from vehicles owned and operated in the United States.
For crumb rubber to be incorporated into the work, submit a Certificate of Compliance under
Section 6-1.07, Certificates of Compliance," of the Standard Specifications that certifies only
crumb rubber manufactured in the United States and derived from waste tires taken from
vehicles owned and operated in the United States is used.
In Section 6-2.01 delete the 4th paragraph.
In Section 6-2.01 replace the 7th paragraph with:
Upon the Contractor's written request, the Department tests materials from an untested local
source. If satisfactory material from that source is used in the work, the Department does not
charge the Contractor for the tests; otherwise, the Department deducts the test cost.
In Section 6-2.01 delete the 8th paragraph.
In Section 6-2.02 delete the 3rd paragraph.
In Section 6-2.02 in the 7th paragraph, replace the 2nd sentence with:
The Department deducts the charges for the removed material.
In Section 6-2.03 in the 3rd paragraph, replace the 5th sentence with:
No allowance or additional compensation will be made for lost time or for delay in
completing the work due to moving the Contractor's plant from the designated mandatory source
to the alternative mandatory source, other than a time adjustment as specified in Section 8-1.09,
Delays."
In Section 6-3.01 delete the 4th paragraph.
In Section 6-3.01 in the 6th paragraph, delete the lst sentence.
In Section 6-3.01 add:
As used in Section 6-3.01, Testing," tests are tests to assure the quality and to determine the
acceptability of the work.
The Department deducts costs of testing work found to be noncompliant.
Book One- State Route 68 at San Benancio Road Intersection Improvements 62
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??G??AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 7 LEGAL RELATIONS AND RESPONSIBILITY
Issued 09-25-09)
Replace Section 7-1.01 with:
7-1.01 LAWS TO BE OBSERVED
Comply with laws, regulations, orders, decrees, and PLACs applicable to the project.
Indemnify and defend the State against any claim or liability arising from the violation of a law,
regulation, order, decree, or PLAC by you or your employees. Immediately report to the
Engineer in writing a discrepancy or inconsistency between the contract and a law, regulation,
order, decree, or PLAC.
In Section 7-1.01A replace the 1st clause with:
Work on the job site must comply with Labor Code 1727 and 1770-1815 and 8 CA Code
of Regs 16000 et seq. Work includes roadside production and processing of materials.
In Section 7-1.01A(2) in the 1st paragraph, replace item 3 with:
3. Upon becoming aware of the subcontractor's failure to pay the specified prevailing rate of
wages to the subcontractor's workers, the Contractor must diligently take corrective
action to stop or rectify the failure, including withholding sufficient funds due the
subcontractor for work performed on the public works project.
In Section 7-1.01A(2), replace the 2nd paragraph with:
Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement
must notify the Contractor on a public works project within 15 days of the receipt by the
Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that
public works project to pay workers the general prevailing rate of per diem wages. If the
Division of Labor Standards Enforcement determines that employees of a subcontractor were not
paid the general prevailing rate of per diem wages and if the Department did not withhold
sufficient money under the contract to pay those employees the balance of wages owed under the
general prevailing rate of per diem wages, the Contractor must withhold an amount of moneys
due the subcontractor sufficient to pay those employees the general prevailing rate of per diem
wages if requested by the Division of Labor Standards Enforcement. The Contractor must pay
any money withheld from and owed to a subcontractor upon receipt of notification by the
Division of Labor Standards Enforcement that the wage complaint has been resolved. If notice
of the resolution of the wage complaint has not been received by the Contractor within 180 days
of the filing of a valid notice of completion or acceptance of the public works project, whichever
occurs later, the Contractor must pay all moneys withheld from the subcontractor to the
Department. The Department withholds these moneys pending the final decision of an
enforcement action.
Book One- State Route 68 at San Benancio Road Intersection Improvements 63
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
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NO.-U02
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LI21329-U03
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FO85769-U03
FO89518-U03
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AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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APPROVED-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
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E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??H??In Section 7-1.01A(2) replace 7th paragraph with:
Changes in general prevailing wage determinations apply to the contract when the Director
of Industrial Relations has issued them at least 10 days before advertisement Labor Code
1773.6 and 8 CA Code of Regs 16204).
In Section 7-1.01A(3) replace the 2nd paragraph with:
The Department withholds the penalties specified in subdivision g) of Labor Code 1776
for noncompliance with the requirements in Section 1776.
In Section 7-1.01A(3) replace the 4th paragraph with:
The Department withholds for delinquent or inadequate payroll records Labor Code
1771.5). If the Contractor has not submitted an adequate payroll record by the month's 15th day
for the period ending on or before the 1st of that month, the Department withholds 10 percent of
the monthly progress estimate, exclusive of mobilization. The Department does not withhold
more than $10,000 or less than $1,000.
In Section 7-1.01A(3) delete the 5th paragraph.
Replace Section 7-1.01A(6) with:
7-1.01A(6) Blank)
Replace Section 7-1.01A(7) with:
7-1.01A(7) Blank)
Replace Section 7-1.01F with:
7-1.01F Environmental Stewardship
Comply with Section 14.
Replace Section 7-1.011 with:
7-1.011 Blank)
In Section 7-1.02 in the 2nd paragraph, replace the 4th sentence with:
Trucks used to haul treated base, portland cement concrete, or hot mix asphalt shall enter
onto the base to dump at the nearest practical entry point ahead of spreading equipment.
In Section 7-1.02 between the 4th and 5th paragraphs, add:
Loads imposed on existing, new, or partially completed structures shall not exceed the load
carrying capacity of the structure or any portion of the structure as determined by AASHTO
Book One- State Route 68 at San Benancio Road Intersection Improvements 64
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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NO.-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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PROGRAM-U012
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68-U012
AT-U012
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OF-U012
PUBLIC-U012
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TO-U012
BIDDERS"-U012
IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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2011,-U012
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UPON-U012
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STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??I??LRFD with interims and California Amendments, Design Strength Limit State II. The
compressive strength of concrete f,) to be used in computing the load carrying capacity shall be
the smaller of the following:
1. Actual compressive strength at the time of loading
2. Value of fe shown on the plans for that portion of the structure or 2.5 times the value of fe
extreme fiber compressive stress in concrete at service loads) shown on the plans for
portions of the structure where no fe is shown
Replace Section 7-1.04 with:
7-1.04 PERMITS, LICENSES, AGREEMENTS, AND CERTIFICATIONS
7-1.04A General
Comply with PLACs. The Department makes PLAC changes under Section 4-1.03,
Changes."
7-1.04B Before Award
To make a change to a PLAC made available to you before award, submit the proposed
change. The Department sends the proposed change to the appropriate authority for
consideration.
7-1.04C After Award
Confirm with the Engineer which after-award PLACs are obtained by the Department and
which are obtained by the Contractor.
To make a change to an after-award PLAC obtained by the Department, submit the proposed
change. The Department sends the proposed change to the appropriate authority for
consideration.
Obtain those PLACs to be issued to you and pay fees and costs associated with obtaining
them. Submit copies of Contractor-obtained after-award PLACs for review.
In Section 7-1.06 in the 1st paragraph, add:
The Contractor's Injury and Illness Prevention Program shall be submitted to the Engineer.
The program shall address the use of personal and company issued electronic devices during
work. The use of entertainment and personal communication devices in the work zone shall not
be allowed. Workers may use a communication device for business purposes in the work area, at
a location where their safety and the safety of other workers and the traveling public is not
compromised.
Replace Section 7-1.07 with:
7-1.07 Lead Compliance Plan
Section 7-1.07 applies if a bid item for a lead compliance plan is included in the Contract.
Prepare a work plan to prevent or minimize worker exposure to lead while managing and
handling earth materials, paint system debris, traffic stripe residue, and pavement marking
residue containing lead. Regulations containing specific Cal/OSHA requirements when working
with lead include 8 CA Code of Regs 1532.1.
The plan must contain the items listed in 8 CA Code of Regs 1532.1(e)(2)(B). Before
submittal, a CIH must sign and seal the plan. Submit the plan at least 7 days before starting any
activity that presents the potential for lead exposure. The Engineer notifies you of the
acceptability of the plan within 4 business days of receipt.
Book One- State Route 68 at San Benancio Road Intersection Improvements 65
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??J??Before starting any activity that presents the potential for lead exposure to employees who
have no prior training, including State employees, provide a safety training program to these
employees that complies with 8 CA Code of Regs 1532.1 and your lead compliance program.
Submit copies of air monitoring or job site inspection reports made by or under the direction
of the CIH under 8 CA Code of Regs 1532.1 within 10 days after the date of monitoring or
inspection.
Supply personal protective equipment, training, and washing facilities required by your lead
compliance plan for 5 State employees.
The contract lump sum price paid for lead compliance plan includes full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in preparing and implementing the plan as specified in this section.
Replace Section 7-1.08 with:
7-1.08 PUBLIC CONVENIENCE
Compliance with the provisions of this section does not relieve you of your responsibility for
public safety.
Construction activities must not inconvenience the public or abutting property owners.
Schedule and conduct work to avoid unnecessary inconvenience to the public and abutting
property owners. Avoid undue delay in construction activities to reduce the public's exposure to
construction.
Where possible, route traffic on new or existing paved surfaces.
Maintain convenient access to driveways, houses, and buildings. When the abutting property
owner's access across the right of way line is to be eliminated or replaced under the contract, the
existing access must not be closed until the replacement access facilities are usable. Construct
temporary approaches to crossings and intersecting highways.
Provide a reasonably smooth and even surface for use by traffic at all time during excavation
of roadways and construction of embankments. Before other grading activities, place fill at
culverts and bridges to allow traffic to cross. If ordered, excavate roadway cuts in layers and
construct embankments in partial widths at a time alternating construction from one side to the
other and routing traffic over the side opposite the one under construction. Install or construct
culverts on only 1/2 the width of the traveled way at a time; keep the traveled way portion being
used by traffic open and unobstructed until the opposite side of the traveled way is ready for use
by traffic.
Upon completion of rough grading or placing any subsequent layer, bring the surface of the
roadbed to a smooth and even condition, free of humps and depressions and satisfactory for the
use of the public.
After subgrade preparation for a specified layer of material has been completed, repair any
damage to the roadbed or completed subgrade, including damage due to use by the public.
While subgrade and paving activities are underway, allow the public to use the shoulders. If
half-width paving methods are used, allow the public to use the side of the roadbed opposite the
one under construction. If enough width is available, keep open a passageway wide enough to
accommodate at least 2 lanes of traffic at locations where subgrade and paving activities are
underway. Shape shoulders or reshape subgrade as necessary to accommodate traffic during
subgrade preparation and paving activities.
Apply water or dust palliative for the prevention or alleviation of dust nuisance.
Install signs, lights, flares, temporary railing Type K), barricades and other facilities to
direct traffic. Furnish flaggers whenever necessary to direct the movement of the public through
or around the work.
Book One- State Route 68 at San Benancio Road Intersection Improvements 66
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??K??You will be required to pay the cost of replacing or repairing all facilities installed under
extra work for the convenience or direction or warning of the public which are lost while in your
custody, or are damaged by your operations to such an extent as to require replacement or repair.
The Engineer may order or consent to your request to open a completed section of surfacing,
pavement, or structure roadway surface for public use. You will not be compensated for any
delay to your construction activities caused by the public. This does not relieve you from any
other contractual responsibility.
Replace Section 7-1.09 with:
7-1.09 PUBLIC SAFETY
You are responsible to provide for public safety.
Do not construct a temporary facility that interferes with the safe passage of traffic.
Control dust resulting from the work, inside and outside the right-of-way.
Move workers, equipment, and materials without endangering traffic.
Whenever your operations create a condition hazardous to the public, furnish, erect and
maintain those fences, temporary railing, barricades, lights, signs, and other devices and take any
other necessary protective measures to prevent damage or injury to the public.
Any fences, temporary railing, barricades, lights, signs, or other devices furnished, erected
and maintained by you are in addition to those for which payment is provided elsewhere in the
specifications.
Provide flaggers whenever necessary to ensure that the public is given safe guidance through
the work zone. Except as ordered, at locations where traffic is being routed through construction
under one-way controls, move your equipment in compliance with the one-way controls.
Use of signs, lights, flags, or other protective devices must conform with the California
MUTCD and as ordered. Signs, lights, flags or other protective devices must not obscure the
visibility of, nor conflict in intent, meaning and function of either existing signs, lights and traffic
control devices or any construction area signs or traffic control devices.
Keep existing traffic signals and highway lighting in operation. Other entities perform
routine maintenance of these facilities during the work.
Cover signs that direct traffic to a closed area. Providing, maintaining, and removing the
covers on construction area signs is paid as extra work under Section 4-1.03D, Extra Work."
Install temporary illumination in a manner which the illumination and the illumination
equipment does not interfere with public safety. The installation of general roadway illumination
does not relieve you from furnishing and maintaining any protective devices.
Equipment must enter and leave the highway via existing ramps and crossovers and must
move in the direction of public traffic. All movements of workmen and construction equipment
on or across lanes open to public traffic must be performed in a manner that will not endanger
the public. Your vehicles or other mobile equipment leaving an open traffic lane to enter the
construction area, must slow down gradually in advance of the location of the turnoff to give
traffic following an opportunity to slow down. When leaving a work area and entering a
roadway carrying public traffic, your vehicles and equipment must yield to public traffic.
Immediately remove hauling spillage from roadway lanes or shoulders open to traffic. When
hauling on roadways, trim loads and remove material from shelf areas to minimize spillage.
Notify the Engineer not less than 20 days and not more than 90 days before the anticipated
start of an activity that will change the vertical or horizontal clearance available to public traffic,
including shoulders.
If vertical clearance is temporarily reduced to 15.5 feet or less, place low clearance warning
signs in accordance with the California MUTCD and as ordered. Signs must comply with the
dimensions, color, and legend requirements of the California MUTCD and these specifications
Book One- State Route 68 at San Benancio Road Intersection Improvements 67
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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SAN-U012
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CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
MITIGATION-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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BENANCIO-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??L??except that the signs must have black letters and numbers on an orange retroreflective
background. W12-21' signs must be illuminated so that the signs are clearly visible.
Pave or provide full width continuous and cleared wood walks for pedestrian openings
through falsework. Protect pedestrians from falling objects and curing water for concrete.
Extend overhead protection for pedestrians not less than 4 feet beyond the edge of the bridge
deck. Illuminate all pedestrian openings through falsework. Temporary pedestrian facilities
must comply with the American with Disabilities Act of 1990 ADA).
Do not store vehicles, material, or equipment in a way that:
1. Creates a hazard to the public
2. Obstructs traffic control devices
Do not install or place temporary facilities used to perform the work which interfere with the
free and safe passage of public traffic.
If you appear to be neglectful or negligent in furnishing warning devices and taking
protective measures, the Engineer may direct your attention to the existence of a hazard and the
necessary warning devices must be furnished and installed and protective measures taken by you.
If the Engineer points out the inadequacy of warning devices and protective measures, that action
on the part of the Engineer does not relieve you from your responsibility for public safety or
abrogate the obligation to furnish and pay for these devices and measures.
Install temporary railing Type K) or other approved protection system under the following
conditions:
1. Excavations: Where the near edge of the excavation is within 15 feet from the edge of an
open traffic lane
2. Temporarily Unprotected Permanent Obstacles: When the work includes the installation
of a fixed obstacle together with a protective system, such as a sign structure together
with protective railing, and you elect to install the obstacle before installing the protective
system; or you, for your convenience and as authorized, remove a portion of an existing
protective railing at an obstacle and do not replace such railing completely the same day
3. Storage Areas: When material or equipment is stored within 15 feet of the edge of an
open traffic lane and the storage is not otherwise prohibited by the provisions of these
Standard Specifications and the special provisions
4. Height Differentials: When construction operations create a height differential greater
than 0.15 feet within 15 feet of the edge of traffic lane
Temporary railing Type K) does not need to be installed where excavations within 15 feet
from edge of an open traffic lane are:
1. Covered with steel plates or concrete covers of adequate thickness to prevent accidental
entry by traffic or the public
2. In side slopes, where the downhill slope is 4:1 horizontal:vertical) or less unless a
naturally occurring condition
3. Protected by existing barrier or railing
Offset the approach end of temporary railing Type K) a minimum of 15 feet from the edge
of an open traffic lane. Install the temporary railing on a skew toward the edge of the traffic lane
of not more than one foot transversely to 10 feet longitudinally with respect to the edge of the
traffic lane. If the 15-foot minimum offset cannot be achieved, the temporary railing must be
installed on the 10 to 1 skew to obtain the maximum available offset between the approach end
Book One- State Route 68 at San Benancio Road Intersection Improvements 68
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
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PROGRAM-U012
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68-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
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A.-U07
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A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
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MITIGATION-U012
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B.-U012
CONSIDER-U012
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A-U012
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MITIGATION-U012
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PROGRAM-U012
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68-U012
AT-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
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E.-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??M??of the railing and the edge of the traffic lane, and an array of temporary crash cushion modules
must be installed at the approach end of the temporary railing.
Secure in place temporary railing Type K) before starting work for which the temporary
railing is required.
Where 2 or more lanes in the same direction are adjacent to the area where the work is being
performed, including shoulders, the adjacent lane must be closed under any of the following
conditions:
1. Work is off the traveled way but within 6 feet of the edge of traveled way, and approach
speed is greater than 45 miles per hour
2. Work is off the traveled way but within 3 feet of the edge of traveled way, and approach
speed is less than 45 miles per hour
Closure of the adjacent traffic lane is not required when:
1. Performing work behind a barrier
2. Paving, grinding, or grooving
3. Installing, maintaining, or removing traffic control devices except temporary railing
Type K)
Do not reduce an open traffic lane width to less than 10 feet. When traffic cones or
delineators are used for temporary edge delineation, the line of cones or delineators is considered
the edge of the traveled way.
If a traffic lane is closed with channelizers for excavation work, move the devices to the
adjacent edge of the traveled way when not excavating. Space the devices the same as specified
for the lane closure.
Do not move or temporarily suspend anything over a traffic lane open to the public unless the
public is protected.
Replace Section 7-1.11 with:
7-1.11 PRESERVATION OF PROPERTY
Comply with Section 5-1.18, Property and Facility Preservation."
Replace Section 7-1.12 with:
7-1.12 INDEMNIFICATION AND INSURANCE
The Contractor's obligations regarding indemnification of the State of California and the
requirements for insurance shall conform to the provisions in Section 3-1.05, Insurance
Policies," and Sections 7-1.12A, Indemnification," and 7-1.12B, Insurance," of this Section 7-
1.12.
7-1.12A Indemnification
The Contractor shall defend, indemnify, and save harmless the State, including its officers,
employees, and agents excluding agents who are design professionals) from any and all claims,
demands, causes of action, damages, costs, expenses, actual attorneys' fees, losses or liabilities,
in law or in equity Section 7-1.12A Claims) arising out of or in connection with the Contractor's
performance of this contract for:
Book One- State Route 68 at San Benancio Road Intersection Improvements 69
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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MG89556-U03
AS89575-U03
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AI93754-U03
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C1-U03
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DOCUMENTS-U03
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15366-U05
3-U06
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A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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PROGRAM-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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10-111065;-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
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2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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C1-U03
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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OR-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
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C.-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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05-0H8220,-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??N??1. Bodily injury including, but not limited to, bodily injury, sickness or disease, emotional
injury or death to persons, including, but not limited to, the public, any employees or
agents of the Contractor, the State, or any other contractor; and
2. Damage to property of anyone including loss of use thereof; caused or alleged to be
caused in whole or in part by any negligent or otherwise legally actionable act or
omission of the Contractor or anyone directly or indirectly employed by the Contractor or
anyone for whose acts the Contractor may be liable.
Except as otherwise provided by law, these requirements apply regardless of the existence or
degree of fault of the State. The Contractor is not obligated to indemnify the State for Claims
arising from conduct delineated in Civil Code Section 2782 and to Claims arising from any
defective or substandard condition of the highway that existed at or before the start of work,
unless this condition has been changed by the work or the scope of the work requires the
Contractor to maintain existing highway facilities and the Claim arises from the Contractor's
failure to maintain. The Contractor's defense and indemnity obligation shall extend to Claims
arising after the work is completed and accepted if the Claims are directly related to alleged acts
or omissions by the Contractor that occurred during the course of the work. State inspection is
not a waiver of full compliance with these requirements.
The Contractor's obligation to defend and indemnify shall not be excused because of the
Contractor's inability to evaluate liability or because the Contractor evaluates liability and
determine that the Contractor is not liable. The Contractor shall respond within 30 days to the
tender of any Claim for defense and indemnity by the State, unless this time has been extended
by the State. If the Contractor fails to accept or reject a tender of defense and indemnity within
30 days, in addition to any other remedy authorized by law, the Department may withhold such
funds the State reasonably considers necessary for its defense and indemnity until disposition has
been made of the Claim or until the Contractor accepts or rejects the tender of defense,
whichever occurs first.
With respect to third-party claims against the Contractor, the Contractor waives all rights of
any type to express or implied indemnity against the State, its officers, employees, or agents
excluding agents who are design professionals).
Nothing in the Contract is intended to establish a standard of care owed to any member of the
public or to extend to the public the status of a third-party beneficiary for any of these
indemnification specifications.
7-1.12B Insurance
7-1.12B(1) General
Nothing in the contract is intended to establish a standard of care owed to any member of the
public or to extend to the public the status of a third-party beneficiary for any of these insurance
specifications.
7-1.12B(2) Casualty Insurance
The Contractor shall procure and maintain insurance on all of its operations with companies
acceptable to the State as follows:
1. The Contractor shall keep all insurance in full force and effect from the beginning of the
work through contract acceptance.
2. All insurance shall be with an insurance company with a rating from A.M. Best Financial
Strength Rating of A- or better and a Financial Size Category of VII or better.
Book One- State Route 68 at San Benancio Road Intersection Improvements 70
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
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B.-U012
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A-U012
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17,-U012
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2011,-U012
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BIB]
40444-U01
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BIB]
40453-U01
BOOK-U02
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300-PUBLIC-U08
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VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??O??3. The Contractor shall maintain completed operations coverage with a carrier acceptable to
the State through the expiration of the patent deficiency in construction statute of repose
set forth in Code of Civil Procedure Section 337.1.
7-1.12B(3) Workers' Compensation and Employer's Liability Insurance
In accordance with Labor Code Section 1860, the Contractor shall secure the payment of
worker's compensation in accordance with Labor Code Section 3700.
In accordance with Labor Code Section 1861, the Contractor shall submit to the Department
the following certification before performing the work:
I am aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for workers' compensation or to undertake self-
insurance in accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract.
Contract execution constitutes certification submittal.
The Contractor shall provide Employer's Liability Insurance in amounts not less than:
1. $1,000,000 for each accident for bodily injury by accident
2. $1,000,000 policy limit for bodily injury by disease
3. $1,000,000 for each employee for bodily injury by disease
If there is an exposure of injury to the Contractor's employees under the U.S.
Longshoremen's and Harbor Workers' Compensation Act, the Jones Act, or under laws,
regulations, or statutes applicable to maritime employees, coverage shall be included for such
injuries or claims.
7-1.12B(4) Liability Insurance
7-1.12B(4)(a) General
The Contractor shall carry General Liability and Umbrella or Excess Liability Insurance
covering all operations by or on behalf of the Contractor providing insurance for bodily injury
liability and property damage liability for the following limits and including coverage for:
1. Premises, operations, and mobile equipment
2. Products and completed operations
3. Broad form property damage including completed operations)
4. Explosion, collapse, and underground hazards
5. Personal injury
6. Contractual liability
7-1.12B(4)(b) Liability Limits/Additional Insureds
The limits of liability shall be at least the amounts shown in the following table:
Book One- State Route 68 at San Benancio Road Intersection Improvements 71
CONTRACT NO. 10-111065
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VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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EFFECTIVE-U012
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MEASURES;-U012
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OF-U012
STATE-U012
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BIB]
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BIB]
40453-U01
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OF-U012
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BOOK ONE - CONTRACT NO. 10-11??P??Total Bid For Each Aggregate for General Umbrella or
Occurrence' Products/Completed Aggregate2 Excess Liability3
Operation
$1,000,000 $1,000,000 $2,000,000 $2,000,000 $5,000,000
$ 1,000,000
$10,000,000 $1,000,000 $2,000,000 $2,000,000 $10,000,000
$10,000,000
$25,000,000 $2,000,000 $2,000,000 $4,000,000 $15,000,000
$25,000,000 $2,000,000 $2,000,000 $4,000,000 $25,000,000
1. Combined single limit for bodily injury and property damage.
2. This limit shall apply separately to the Contractor's work under this contract.
3. The umbrella or excess policy shall contain a clause stating that it takes effect drops
down) in the event the primary limits are impaired or exhausted.
The Contractor shall not require certified Small Business subcontractors to carry Liability
Insurance that exceeds the limits in the table above. Notwithstanding the limits specified herein,
at the option of the Contractor, the liability insurance limits for certified Small Business
subcontractors of any tier may be less than those limits specified in the table. For Small
Business subcontracts, Total Bid" shall be interpreted as the amount of subcontracted work to a
certified Small Business.
The State, including its officers, directors, agents excluding agents who are design
professionals), and employees, shall be named as additional insureds under the General Liability
and Umbrella Liability Policies with respect to liability arising out of or connected with work or
operations performed by or on behalf of the Contractor under this contract. Coverage for such
additional insureds does not extend to liability:
1. Arising from any defective or substandard condition of the roadway which existed at or
before the time the Contractor started work, unless such condition has been changed by
the work or the scope of the work requires the Contractor to maintain existing roadway
facilities and the claim arises from the Contractor's failure to maintain;
2. For claims occurring after the work is completed and accepted unless these claims are
directly related to alleged acts or omissions of the Contractor that occurred during the
course of the work; or
3. To the extent prohibited by Insurance Code Section 11580.04
Additional insured coverage shall be provided by a policy provision or by an endorsement
providing coverage at least as broad as Additional Insured Form B) endorsement form CG 2010,
as published by the Insurance Services Office ISO), or other form designated by the
Department.
7-1.12B(4)(c) Contractor's Insurance Policy is Primary
The policy shall stipulate that the insurance afforded the additional insureds applies as
primary insurance. Any other insurance or self-insurance maintained by the State is excess only
and shall not be called upon to contribute with this insurance.
7-1.12B(5) Automobile Liability Insurance
The Contractor shall carry automobile liability insurance, including coverage for all owned,
hired, and nonowned automobiles. The primary limits of liability shall be not less than
$1,000,000 combined single limit each accident for bodily injury and property damage. The
umbrella or excess liability coverage required under Section 7-1.12B(4)(b) also applies to
automobile liability.
Book One- State Route 68 at San Benancio Road Intersection Improvements 72
CONTRACT NO. 10- 11 1065
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RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Q??7-1.12B(6) Policy Forms, Endorsements, and Certificates
The Contractor shall provide its General Liability Insurance under Commercial General
Liability policy form No. CG0001 as published by the Insurance Services Office ISO) or under
a policy form at least as broad as policy form No. CG0001.
7-1.12B(7) Deductibles
The State may expressly allow deductible clauses, which it does not consider excessive,
overly broad, or harmful to the interests of the State. Regardless of the allowance of exclusions
or deductions by the State, the Contractor is responsible for any deductible amount and shall
warrant that the coverage provided to the State is in accordance with Section 7-1.12B,
Insurance."
7-1.12B(8) Enforcement
The Department may assure the Contractor's compliance with its insurance obligations. Ten
days before an insurance policy lapses or is canceled during the contract period, the Contractor
shall submit to the Department evidence of renewal or replacement of the policy.
If the Contractor fails to maintain any required insurance coverage, the Department may
maintain this coverage and withhold or charge the expense to the Contractor or terminate the
Contractor's control of the work in accordance with Section 8-1.08, Termination of Control."
The Contractor is not relieved of its duties and responsibilities to indemnify, defend, and hold
harmless the State, its officers, agents, and employees by the Department's acceptance of
insurance policies and certificates.
Minimum insurance coverage amounts do not relieve the Contractor for liability in excess of
such coverage, nor do they preclude the State from taking other actions available to it, including
the withholding of funds under this contract.
7-1.12B(9) Self-Insurance
Self-insurance programs and self-insured retentions in insurance policies are subject to
separate annual review and approval by the State.
If the Contractor uses a self-insurance program or self-insured retention, the Contractor shall
provide the State with the same protection from liability and defense of suits as would be
afforded by first-dollar insurance. Execution of the contract is the Contractor's
acknowledgement that the Contractor will be bound by all laws as if the Contractor were an
insurer as defined under Insurance Code Section 23 and that the self-insurance program or self-
insured retention shall operate as insurance as defined under Insurance Code Section 22.
Replace Section 7-1.125 with:
7-1.125 Legal Actions Against the Department
If legal action is brought against the Department over compliance with a State or Federal law,
rule, or regulation applicable to highway work, then:
1. If the Department, in complying with a court order, prohibits you from performing work,
the resulting delay is a suspension related to your performance, unless the Department
terminates the contract.
2. If a court order other than an order to show cause or the final judgment in the action
prohibits the Department from requiring you to perform work, the Department may delete
the prohibited work or terminate the contract.
Book One- State Route 68 at San Benancio Road Intersection Improvements 73
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??R??In Section 7-1.13 delete the 5th and 6th paragraphs.
Add:
7-1.50 FEDERAL LAWS FOR FEDERAL-AID CONTRACTS
7-1.50A General
Section 7-1.50, Federal Laws for Federal-Aid Contracts," includes specifications required in
a Federal-aid construction contract and applies to a Federal-aid contract.
Form FHWA-1273 is included in the contract in Section 7-1.50B, FHWA-1273." Some
contract terms on the form are different than those used in other contract parts as shown in the
following table:
FHWA-1273 Term Equivalent Term Used in Other
Contract Parts
SHA Department
SHA contracting officer Engineer
SHA resident engineer Engineer
7-1.50B FHWA-1273
FHWA-1273 Electronic version March 10, 1994
with revised Section VI
REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION
CONTRACTS
1. General
II. Nondiscrimination
III. Nonsegregated Facilities
IV. Payment of Predetermined Minimum Wage
V. Statements and Payrolls
VI. Record of Materials, Supplies, and Labor
VII. Subletting or Assigning the Contract
VIII. Safety: Accident Prevention
IX. False Statements Concerning Highway Projects
X. Implementation of Clean Air Act and Federal Water Pollution Control Act
XI. Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary
Exclusion
XII. Certification Regarding Use of Contract Funds for Lobbying
ATTACHMENTS
A. Employment Preference for Appalachian Contracts included in Appalachian contracts
only)
1. GENERAL
1. These contract provisions shall apply to all work performed on the contract by the
contractor's own organization and with the assistance of workers under the contractor's
immediate superintendence and to all work performed on the contract by piecework,
station work, or by subcontract.
2. Except as otherwise provided for in each section, the contractor shall insert in each
subcontract all of the stipulations contained in these Required Contract Provisions, and
further require their inclusion in any lower tier subcontract or purchase order that may in
FHWA-1273 Terms and Department Equivalencies
Book One- State Route 68 at San Benancio Road Intersection Improvements 74
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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ADVERTISE-U012
NOTICE-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
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BOOK ONE - CONTRACT NO. 10-11??S??turn be made. The Required Contract Provisions shall not be incorporated by reference in
any case. The prime contractor shall be responsible for compliance by any subcontractor
or lower tier subcontractor with these Required Contract Provisions.
3. A breach of any of the stipulations contained in these Required Contract Provisions shall
be sufficient grounds for termination of the contract.
4. A breach of the following clauses of the Required Contract Provisions may also be
grounds for debarment as provided in 29 CFR 5.12:
Section I, paragraph 2;
Section IV, paragraphs 1, 2, 3, 4, and 7;
Section V, paragraphs 1 and 2a through 2g.
5. Disputes arising out of the labor standards provisions of Section IV except paragraph 5)
and Section V of these Required Contract Provisions shall not be subject to the general
disputes clause of this contract. Such disputes shall be resolved in accordance with the
procedures of the U.S. Department of Labor DOL) as set forth in 29 CFR 5, 6, and 7.
Disputes within the meaning of this clause include disputes between the contractor or
any of its subcontractors) and the contracting agency, the DOL, or the contractor's
employees or their representatives.
6. Selection of Labor: During the performance of this contract, the contractor shall not:
a. discriminate against labor from any other State, possession, or territory of the United
States except for employment preference for Appalachian contracts, when
applicable, as specified in Attachment A), or
b. employ convict labor for any purpose within the limits of the project unless it is labor
performed by convicts who are on parole, supervised release, or probation.
II. NONDISCRIMINATION
Applicable to all Federal-aid construction contracts and to all related subcontracts of
$10,000 or more.)
1. Equal Employment Opportunity: Equal employment opportunity EEO) requirements
not to discriminate and to take affirmative action to assure equal opportunity as set forth
under laws, executive orders, rules, regulations 28 CFR 35, 29 CFR 1630 and 41 CFR
60) and orders of the Secretary of Labor as modified by the provisions prescribed herein,
and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative
action standards for the contractor's project activities under this contract. The Equal
Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the
provisions of the American Disabilities Act of 1990 42 U.S.C. 12101 et seq.) set forth
under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the
execution of this contract, the contractor agrees to comply with the following minimum
specific requirement activities of EEO:
a. The contractor will work with the State highway agency SHA) and the Federal
Government in carrying out EEO obligations and in their review of his/her activities
under the contract.
b. The contractor will accept as his operating policy the following statement:
It is the policy of this Company to assure that applicants are employed, and that
employees are treated during employment, without regard to their race, religion, sex,
color, national origin, age or disability. Such action shall include: employment,
Book One- State Route 68 at San Benancio Road Intersection Improvements 75
CONTRACT NO. 10-111065
BIB]
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IN-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
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DO94108-U03
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15366-U05
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JANUARY-U012
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BOOK ONE - CONTRACT NO. 10-11??T??upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or
termination; rates of pay or other forms of compensation; and selection for training,
including apprenticeship, preapprenticeship, and/or on-the-job training."
2. EEO Officer: The contractor will designate and make known to the SHA contracting
officers an EEO Officer who will have the responsibility for and must be capable of
effectively administering and promoting an active contractor program of EEO and who
must be assigned adequate authority and responsibility to do so.
3. Dissemination of Policy: All members of the contractor's staff who are authorized to
hire, supervise, promote, and discharge employees, or who recommend such action, or
who are substantially involved in such action, will be made fully cognizant of, and will
implement, the contractor's EEO policy and contractual responsibilities to provide EEO
in each grade and classification of employment. To ensure that the above agreement will
be met, the following actions will be taken as a minimum:
a. Periodic meetings of supervisory and personnel office employees will be conducted
before the start of work and then not less often than once every six months, at which
time the contractor's EEO policy and its implementation will be reviewed and
explained. The meetings will be conducted by the EEO Officer.
b. All new supervisory or personnel office employees will be given a thorough
indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO
obligations within thirty days following their reporting for duty with the contractor.
c. All personnel who are engaged in direct recruitment for the project will be instructed
by the EEO Officer in the contractor's procedures for locating and hiring minority
group employees.
d. Notices and posters setting forth the contractor's EEO policy will be placed in areas
readily accessible to employees, applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to implement such policy will be
brought to the attention of employees by means of meetings, employee handbooks, or
other appropriate means.
4. Recruitment: When advertising for employees, the contractor will include in all
advertisements for employees the notation: An Equal Opportunity Employer." All such
advertisements will be placed in publications having a large circulation among minority
groups in the area from which the project work force would normally be derived.
a. The contractor will, unless precluded by a valid bargaining agreement, conduct
systematic and direct recruitment through public and private employee referral
sources likely to yield qualified minority group applicants. To meet this requirement,
the contractor will identify sources of potential minority group employees, and
establish with such identified sources procedures whereby minority group applicants
may be referred to the contractor for employment consideration.
b. In the event the contractor has a valid bargaining agreement providing for exclusive
hiring hall referrals, he is expected to observe the provisions of that agreement to the
extent that the system permits the contractor's compliance with EEO contract
provisions. The DOL has held that where implementation of such agreements have
the effect of discriminating against minorities or women, or obligates the contractor
to do the same, such implementation violates Executive Order 11246, as amended.)
Book One- State Route 68 at San Benancio Road Intersection Improvements 76
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
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JANUARY-U012
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JANUARY-U012
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BIB]
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LI21329-U03
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AI93754-U03
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15366-U05
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SPECIFICATIONS;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
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17,-U012
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BOOK ONE - CONTRACT NO. 10-11??U??c. The contractor will encourage his present employees to refer minority group
applicants for employment. Information and procedures with regard to referring
minority group applicants will be discussed with employees.
5. Personnel Actions: Wages, working conditions, and employee benefits shall be
established and administered, and personnel actions of every type, including hiring,
upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without
regard to race, color, religion, sex, national origin, age or disability. The following
procedures shall be followed:
a. The contractor will conduct periodic inspections of project sites to insure that
working conditions and employee facilities do not indicate discriminatory treatment
of project site personnel.
b. The contractor will periodically evaluate the spread of wages paid within each
classification to determine any evidence of discriminatory wage practices.
c. The contractor will periodically review selected personnel actions in depth to
determine whether there is evidence of discrimination. Where evidence is found, the
contractor will promptly take corrective action. If the review indicates that the
discrimination may extend beyond the actions reviewed, such corrective action shall
include all affected persons.
d. The contractor will promptly investigate all complaints of alleged discrimination
made to the contractor in connection with his obligations under this contract, will
attempt to resolve such complaints, and will take appropriate corrective action within
a reasonable time. If the investigation indicates that the discrimination may affect
persons other than the complainant, such corrective action shall include such other
persons. Upon completion of each investigation, the contractor will inform every
complainant of all of his avenues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and increasing the skills of minority
group and women employees, and applicants for employment.
b. Consistent with the contractor's work force requirements and as permissible under
Federal and State regulations, the contractor shall make full use of training programs,
i.e., apprenticeship, and on-the-job training programs for the geographical area of
contract performance. Where feasible, 25 percent of apprentices or trainees in each
occupation shall be in their first year of apprenticeship or training. In the event a
special provision for training is provided under this contract, this subparagraph will
be superseded as indicated in the special provision.
c. The contractor will advise employees and applicants for employment of available
training programs and entrance requirements for each.
d. The contractor will periodically review the training and promotion potential of
minority group and women employees and will encourage eligible employees to
apply for such training and promotion.
7. Unions: If the contractor relies in whole or in part upon unions as a source of employees,
the contractor will use his/her best efforts to obtain the cooperation of such unions to
increase opportunities for minority groups and women within the unions, and to effect
referrals by such unions of minority and female employees. Actions by the contractor
Book One- State Route 68 at San Benancio Road Intersection Improvements 77
CONTRACT NO. 10- 11 1 065
BIB]
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TO-U012
BIDDERS"-U012
IN-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
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2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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RIVASR-U04
15366-U05
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??V??either directly or through a contractor's association acting as agent will include the
procedures set forth below:
a. The contractor will use best efforts to develop, in cooperation with the unions, joint
training programs aimed toward qualifying more minority group members and
women for membership in the unions and increasing the skills of minority group
employees and women so that they may qualify for higher paying employment.
b. The contractor will use best efforts to incorporate an EEO clause into each union
agreement to the end that such union will be contractually bound to refer applicants
without regard to their race, color, religion, sex, national origin, age or disability.
c. The contractor is to obtain information as to the referral practices and policies of the
labor union except that to the extent such information is within the exclusive
possession of the labor union and such labor union refuses to furnish such
information to the contractor, the contractor shall so certify to the SHA and shall set
forth what efforts have been made to obtain such information.
d. In the event the union is unable to provide the contractor with a reasonable flow of
minority and women referrals within the time limit set forth in the collective
bargaining agreement, the contractor will, through independent recruitment efforts,
fill the employment vacancies without regard to race, color, religion, sex, national
origin, age or disability; making full efforts to obtain qualified and/or qualifiable
minority group persons and women. The DOL has held that it shall be no excuse that
the union with which the contractor has a collective bargaining agreement providing
for exclusive referral failed to refer minority employees.) In the event the union
referral practice prevents the contractor from meeting the obligations pursuant to
Executive Order 11246, as amended, and these specifications, such contractor shall
immediately notify the SHA.
8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment:
The contractor shall not discriminate on the grounds of race, color, religion, sex, national
origin, age or disability in the selection and retention of subcontractors, including
procurement of materials and leases of equipment.
a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO
obligations under this contract.
b. Disadvantaged business enterprises DBE), as defined in 49 CFR 23, shall have equal
opportunity to compete for and perform subcontracts which the contractor enters into
pursuant to this contract. The contractor will use his best efforts to solicit bids from
and to utilize DBE subcontractors or subcontractors with meaningful minority group
and female representation among their employees. Contractors shall obtain lists of
DBE construction firms from SHA personnel.
c. The contractor will use his best efforts to ensure subcontractor compliance with their
EEO obligations.
9. Records and Reports: The contractor shall keep such records as necessary to document
compliance with the EEO requirements. Such records shall be retained for a period of
three years following completion of the contract work and shall be available at reasonable
times and places for inspection by authorized representatives of the SHA and the FHWA.
a. The records kept by the contractor shall document the following:
Book One- State Route 68 at San Benancio Road Intersection Improvements 78
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
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15366-U05
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
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B.-U012
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AT-U012
SAN-U012
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IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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SIGN-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??W??1. The number of minority and non-minority group members and women
employed in each work classification on the project;
2. The progress and efforts being made in cooperation with unions, when
applicable, to increase employment opportunities for minorities and women;
3. The progress and efforts being made in locating, hiring, training, qualifying,
and upgrading minority and female employees; and
4. The progress and efforts being made in securing the services of DBE
subcontractors or subcontractors with meaningful minority and female
representation among their employees.
b. The contractors will submit an annual report to the SHA each July for the duration of
the project, indicating the number of minority, women, and non-minority group
employees currently engaged in each work classification required by the contract
work. This information is to be reported on Form FHWA-1391. If on-the-job training
is being required by special provision, the contractor will be required to collect and
report training data.
III. NONSEGREGATED FACILITIES
Applicable to all Federal-aid construction contracts and to all related subcontracts of
$10,000 or more.)
a. By submission of this bid, the execution of this contract or subcontract, or the
consummation of this material supply agreement or purchase order, as appropriate, the
bidder, Federal-aid construction contractor, subcontractor, material supplier, or vendor, as
appropriate, certifies that the firm does not maintain or provide for its employees any
segregated facilities at any of its establishments, and that the firm does not permit its
employees to perform their services at any location, under its control, where segregated
facilities are maintained. The firm agrees that a breach of this certification is a violation
of the EEO provisions of this contract. The firm further certifies that no employee will be
denied access to adequate facilities on the basis of sex or disability.
b. As used in this certification, the term segregated facilities" means any waiting rooms,
work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks,
locker rooms, and other storage or dressing areas, parking lots, drinking fountains,
recreation or entertainment areas, transportation, and housing facilities provided for
employees which are segregated by explicit directive, or are, in fact, segregated on the
basis of race, color, religion, national origin, age or disability, because of habit, local
custom, or otherwise. The only exception will be for the disabled when the demands for
accessibility override e.g. disabled parking).
c. The contractor agrees that it has obtained or will obtain identical certification from
proposed subcontractors or material suppliers prior to award of subcontracts or
consummation of material supply agreements of $10,000 or more and that it will retain
such certifications in its files.
IV. PAYMENT OF PREDETERMINED MINIMUM WAGE
Applicable to all Federal-aid construction contracts exceeding $2,000 and to all related
subcontracts, except for projects located on roadways classified as local roads or rural
minor collectors, which are exempt.)
1. General:
a. All mechanics and laborers employed or working upon the site of the work will be
paid unconditionally and not less often than once a week and without subsequent
deduction or rebate on any account except such payroll deductions as are permitted
Book One- State Route 68 at San Benancio Road Intersection Improvements 79
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??X??by regulations 29 CFR 3) issued by the Secretary of Labor under the Copeland Act
40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits or cash
equivalents thereof) due at time of payment. The payment shall be computed at wage
rates not less than those contained in the wage determination of the Secretary of
Labor hereinafter the wage determination") which is attached hereto and made a
part hereof, regardless of any contractual relationship which may be alleged to exist
between the contractor or its subcontractors and such laborers and mechanics. The
wage determination including any additional classifications and wage rates
conformed under paragraph 2 of this Section IV and the DOL poster WH-1321) or
Form FHWA-1495) shall be posted at all times by the contractor and its
subcontractors at the site of the work in a prominent and accessible place where it can
be easily seen by the workers. For the purpose of this Section, contributions made or
costs reasonably anticipated for bona fide fringe benefits under Section 1(b) 2) of the
Davis- Bacon Act 40 U.S.C. 276a) on behalf of laborers or mechanics are considered
wages paid to such laborers or mechanics, subject to the provisions of Section IV,
paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions
made or costs incurred for more than a weekly period but not less often than
quarterly) under plans, funds, or programs, which cover the particular weekly period,
are deemed to be constructively made or incurred during such weekly period. Such
laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on
the wage determination for the classification of work actually performed, without
regard to skill, except as provided in paragraphs 4 and 5 of this Section IV.
b. Laborers or mechanics performing work in more than one classification may be
compensated at the rate specified for each classification for the time actually worked
therein, provided, that the employer's payroll records accurately set forth the time
spent in each classification in which work is performed.
c. All rulings and interpretations of the Davis-Bacon Act and related acts contained in
29 CFR 1, 3, and 5 are herein incorporated by reference in this contract.
2. Classification:
a. The SHA contracting officer shall require that any class of laborers or mechanics
employed under the contract, which is not listed in the wage determination, shall be
classified in conformance with the wage determination.
b. The contracting officer shall approve an additional classification, wage rate and fringe
benefits only when the following criteria have been met:
1. the work to be performed by the additional classification requested is not
performed by a classification in the wage determination;
2. the additional classification is utilized in the area by the construction
industry;
3. the proposed wage rate, including any bona fide fringe benefits, bears a
reasonable relationship to the wage rates contained in the wage
determination; and
4. with respect to helpers, when such a classification prevails in the area in
which the work is performed.
c. If the contractor or subcontractors, as appropriate, the laborers and mechanics if
known) to be employed in the additional classification or their representatives, and
the contracting officer agree on the classification and wage rate including the amount
Book One- State Route 68 at San Benancio Road Intersection Improvements 80
CONTRACT NO. 10-111065
BIB]
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BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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68-U012
AT-U012
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17,-U012
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JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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OF-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
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FERNANDEZ-U09
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7/19/2010-U011
ROUTE-U012
68-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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NO.-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
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OF-U012
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OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Y??designated for fringe benefits where appropriate), a report of the action taken shall be
sent by the contracting officer to the DOL, Administrator of the Wage and Hour
Division, Employment Standards Administration, Washington, D.C. 20210. The
Wage and Hour Administrator, or an authorized representative, will approve, modify,
or disapprove every additional classification action within 30 days of receipt and so
advise the contracting officer or will notify the contracting officer within the 30-day
period that additional time is necessary.
d. In the event the contractor or subcontractors, as appropriate, the laborers or
mechanics to be employed in the additional classification or their representatives, and
the contracting officer do not agree on the proposed classification and wage rate
including the amount designated for fringe benefits, where appropriate), the
contracting officer shall refer the questions, including the views of all interested
parties and the recommendation of the contracting officer, to the Wage and Hour
Administrator for determination. Said Administrator, or an authorized representative,
will issue a determination within 30 days of receipt and so advise the contracting
officer or will notify the contracting officer within the 30-day period that additional
time is necessary.
e. The wage rate including fringe benefits where appropriate) determined pursuant to
paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in
the additional classification from the first day on which work is performed in the
classification.
3. Payment of Fringe Benefits:
a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate, the
contractor or subcontractors, as appropriate, shall either pay the benefit as stated in
the wage determination or shall pay another bona fide fringe benefit or an hourly case
equivalent thereof.
b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee
or other third person, he/she may consider as a part of the wages of any laborer or
mechanic the amount of any costs reasonably anticipated in providing bona fide
fringe benefits under a plan or program, provided, that the Secretary of Labor has
found, upon the written request of the contractor, that the applicable standards of the
Davis-Bacon Act have been met. The Secretary of Labor may require the contractor
to set aside in a separate account assets for the meeting of obligations under the plan
or program.
4. Apprentices and Trainees Programs of the U.S. DOL) and Helpers:
a. Apprentices:
1. Apprentices will be permitted to work at less than the predetermined rate for the work
they performed when they are employed pursuant to and individually registered in a
bona fide apprenticeship program registered with the DOL, Employment and
Training Administration, Bureau of Apprenticeship and Training, or with a State
apprenticeship agency recognized by the Bureau, or if a person is employed in his/her
first 90 days of probationary employment as an apprentice in such an apprenticeship
program, who is not individually registered in the program, but who has been
certified by the Bureau of Apprenticeship and Training or a State apprenticeship
Book One- State Route 68 at San Benancio Road Intersection Improvements 81
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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PROGRAM-U012
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C.-U012
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10-111065;-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
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NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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C1-U03
GENERAL-U03
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8/4/2010-U04
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15366-U05
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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OR-U012
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2011,-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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CONDUCT-U07
A-U07
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TO-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Z??agency where appropriate) to be eligible for probationary employment as an
apprentice.
2. The allowable ratio of apprentices to journeyman-level employees on the job site in
any craft classification shall not be greater than the ratio permitted to the contractor as
to the entire work force under the registered program. Any employee listed on a
payroll at an apprentice wage rate, who is not registered or otherwise employed as
stated above, shall be paid not less than the applicable wage rate listed in the wage
determination for the classification of work actually performed. In addition, any
apprentice performing work on the job site in excess of the ratio permitted under the
registered program shall be paid not less than the applicable wage rate on the wage
determination for the work actually performed. Where a contractor or subcontractor is
performing construction on a project in a locality other than that in which its program
is registered, the ratios and wage rates expressed in percentages of the journeyman-
level hourly rate) specified in the contractor's or subcontractor's registered program
shall be observed.
3. Every apprentice must be paid at not less than the rate specified in the registered
program for the apprentice's level of progress, expressed as a percentage of the
journeyman-level hourly rate specified in the applicable wage determination.
Apprentices shall be paid fringe benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does not specify fringe
benefits, apprentices must be paid the full amount of fringe benefits listed on the
wage determination for the applicable classification. If the Administrator for the
Wage and Hour Division determines that a different practice prevails for the
applicable apprentice classification, fringes shall be paid in accordance with that
determination.
4. In the event the Bureau of Apprenticeship and Training, or a State apprenticeship
agency recognized by the Bureau, withdraws approval of an apprenticeship program,
the contractor or subcontractor will no longer be permitted to utilize apprentices at
less than the applicable predetermined rate for the comparable work performed by
regular employees until an acceptable program is approved.
b. Trainees:
1. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than
the predetermined rate for the work performed unless they are employed pursuant to
and individually registered in a program which has received prior approval, evidenced
by formal certification by the DOL, Employment and Training Administration.
2. The ratio of trainees to journeyman-level employees on the job site shall not be
greater than permitted under the plan approved by the Employment and Training
Administration. Any employee listed on the payroll at a trainee rate who is not
registered and participating in a training plan approved by the Employment and
Training Administration shall be paid not less than the applicable wage rate on the
wage determination for the classification of work actually performed. In addition, any
trainee performing work on the job site in excess of the ratio permitted under the
registered program shall be paid not less than the applicable wage rate on the wage
determination for the work actually performed.
3. Every trainee must be paid at not less than the rate specified in the approved program
for his/her level of progress, expressed as a percentage of the journeyman-level
hourly rate specified in the applicable wage determination. Trainees shall be paid
fringe benefits in accordance with the provisions of the trainee program. If the trainee
Book One- State Route 68 at San Benancio Road Intersection Improvements 82
CONTRACT NO. 10- 11 1 065
BIB]
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ONE-U02
U02
CONTRACT-U02
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MG89556-U03
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AI93754-U03
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DOCUMENTS-U03
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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IN-U012
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ON-U012
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17,-U012
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24,-U012
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BIB]
40444-U01
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ONE-U02
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7/19/2010-U011
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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17,-U012
2011-U012
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2011,-U012
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STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
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BY-U012
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STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??[??program does not mention fringe benefits, trainees shall be paid the full amount of
fringe benefits listed on the wage determination unless the Administrator of the Wage
and Hour Division determines that there is an apprenticeship program associated with
the corresponding journeyman-level wage rate on the wage determination which
provides for less than full fringe benefits for apprentices, in which case such trainees
shall receive the same fringe benefits as apprentices.
4. In the event the Employment and Training Administration withdraws approval of a
training program, the contractor or subcontractor will no longer be permitted to utilize
trainees at less than the applicable predetermined rate for the work performed until an
acceptable program is approved.
c. Helpers:
Helpers will be permitted to work on a project if the helper classification is specified
and defined on the applicable wage determination or is approved pursuant to the
conformance procedure set forth in Section IV.2. Any worker listed on a payroll at a
helper wage rate, who is not a helper under an approved definition, shall be paid not
less than the applicable wage rate on the wage determination for the classification of
work actually performed.
5. Apprentices and Trainees Programs of the U.S. DOT):
Apprentices and trainees working under apprenticeship and skill training programs which
have been certified by the Secretary of Transportation as promoting EEO in connection
with Federal-aid highway construction programs are not subject to the requirements of
paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and
trainees under such programs will be established by the particular programs. The ratio of
apprentices and trainees to journeymen shall not be greater than permitted by the terms of
the particular program.
6. Withholding:
The SHA shall upon its own action or upon written request of an authorized
representative of the DOL withhold, or cause to be withheld, from the contractor or
subcontractor under this contract or any other Federal contract with the same prime
contractor, or any other Federally-assisted contract subject to Davis-Bacon prevailing
wage requirements which is held by the same prime contractor, as much of the accrued
payments or advances as may be considered necessary to pay laborers and mechanics,
including apprentices, trainees, and helpers, employed by the contractor or any
subcontractor the full amount of wages required by the contract. In the event of failure to
pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or
working on the site of the work, all or part of the wages required by the contract, the SHA
contracting officer may, after written notice to the contractor, take such action as may be
necessary to cause the suspension of any further payment, advance, or guarantee of funds
until such violations have ceased.
7. Overtime Requirements:
No contractor or subcontractor contracting for any part of the contract work which may
require or involve the employment of laborers, mechanics, watchmen, or guards
including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall
require or permit any laborer, mechanic, watchman, or guard in any workweek in which
he/she is employed on such work, to work in excess of 40 hours in such workweek unless
Book One- State Route 68 at San Benancio Road Intersection Improvements 83
CONTRACT NO. 10-111065
BIB]
40444-U01
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STATE-U07
300-PUBLIC-U08
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VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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ADOPTING-U012
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APPROPRIATE-U012
FINDINGS-U012
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PROGRAM-U012
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68-U012
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C.-U012
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STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
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24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
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HEARING-U07
TO-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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MEASURES;-U012
B.-U012
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A-U012
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MAKING-U012
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PROGRAM-U012
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STATE-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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AUTHORIZING-U012
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TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
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OF-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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7/19/2010-U011
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A-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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OF-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??\??such laborer, mechanic, watchman, or guard receives compensation at a rate not less than
one-and-one-half times his/her basic rate of pay for all hours worked in excess of 40
hours in such workweek.
8. Violation:
Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause
set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be
liable to the affected employee for his/her unpaid wages. In addition, such contractor and
subcontractor shall be liable to the United States in the case of work done under contract for the
District of Columbia or a territory, to such District or to such territory) for liquidated damages.
Such liquidated damages shall be computed with respect to each individual laborer, mechanic,
watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of
$10 for each calendar day on which such employee was required or permitted to work in excess
of the standard work week of 40 hours without payment of the overtime wages required by the
clause set forth in paragraph 7.
9. Withholding for Unpaid Wages and Liquidated Damages:
The SHA shall upon its own action or upon written request of any authorized
representative of the DOL withhold, or cause to be withheld, from any monies payable on
account of work performed by the contractor or subcontractor under any such contract or
any other Federal contract with the same prime contractor, or any other Federally-assisted
contract subject to the contract Work Hours and Safety Standards Act, which is held by
the same prime contractor, such sums as may be determined to be necessary to satisfy any
liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as
provided in the clause set forth in paragraph 8 above.
V. STATEMENTS AND PAYROLLS
Applicable to all Federal-aid construction contracts exceeding $2,000 and to all related
subcontracts, except for projects located on roadways classified as local roads or rural
collectors, which are exempt.)
1. Compliance with Copeland Regulations 29 CFR 3):
The contractor shall comply with the Copeland Regulations of the Secretary of Labor
which are herein incorporated by reference.
2. Payrolls and Payroll Records:
a. Payrolls and basic records relating thereto shall be maintained by the contractor and
each subcontractor during the course of the work and preserved for a period of 3
years from the date of completion of the contract for all laborers, mechanics,
apprentices, trainees, watchmen, helpers, and guards working at the site of the work.
b. The payroll records shall contain the name, social security number, and address of
each such employee; his or her correct classification; hourly rates of wages paid
including rates of contributions or costs anticipated for bona fide fringe benefits or
cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon
Act); daily and weekly number of hours worked; deductions made; and actual wages
paid. In addition, for Appalachian contracts, the payroll records shall contain a
notation indicating whether the employee does, or does not, normally reside in the
labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of
Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer
or mechanic include the amount of any costs reasonably anticipated in providing
benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon
Book One- State Route 68 at San Benancio Road Intersection Improvements 84
CONTRACT NO. 10-111065
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68-U012
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IN-U012
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JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
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C1-U03
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15366-U05
3-U06
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ROUTE-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??]??Act, the contractor and each subcontractor shall maintain records which show that the
commitment to provide such benefits is enforceable, that the plan or program is
financially responsible, that the plan or program has been communicated in writing to
the laborers or mechanics affected, and show the cost anticipated or the actual cost
incurred in providing benefits. Contractors or subcontractors employing apprentices
or trainees under approved programs shall maintain written evidence of the
registration of apprentices and trainees, and ratios and wage rates prescribed in the
applicable programs.
c. Each contractor and subcontractor shall furnish, each week in which any contract
work is performed, to the SHA resident engineer a payroll of wages paid each of its
employees including apprentices, trainees, and helpers, described in Section IV,
paragraphs 4 and 5, and watchmen and guards engaged on work during the preceding
weekly payroll period). The payroll submitted shall set out accurately and completely
all of the information required to be maintained under paragraph 2b of this Section V.
This information may be submitted in any form desired. Optional Form WH-347 is
available for this purpose and may be purchased from the Superintendent of
Documents Federal stock number 029- 005-0014-1), U.S. Government Printing
Office, Washington, D.C. 20402. The prime contractor is responsible for the
submission of copies of payrolls by all subcontractors.
d. Each payroll submitted shall be accompanied by a Statement of Compliance," signed
by the contractor or subcontractor or his/her agent who pays or supervises the
payment of the persons employed under the contract and shall certify the following:
1 that the payroll for the payroll period contains the information required to be
maintained under paragraph 2b of this Section V and that such information
is correct and complete;
2. that such laborer or mechanic including each helper, apprentice, and
trainee) employed on the contract during the payroll period has been paid
the full weekly wages earned, without rebate, either directly or indirectly,
and that no deductions have been made either directly or indirectly from the
full wages earned, other than permissible deductions as set forth in the
Regulations, 29 CFR 3;
3. that each laborer or mechanic has been paid not less that the applicable
wage rate and fringe benefits or cash equivalent for the classification of
worked performed, as specified in the applicable wage determination
incorporated into the contract.
e. The weekly submission of a properly executed certification set forth on the reverse
side of Optional Form WH-347 shall satisfy the requirement for submission of the
Statement of Compliance" required by paragraph 2d of this Section V.
f. The falsification of any of the above certifications may subject the contractor to civil
or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231.
g. The contractor or subcontractor shall make the records required under paragraph 2b
of this Section V available for inspection, copying, or transcription by authorized
representatives of the SHA, the FHWA, or the DOL, and shall permit such
representatives to interview employees during working hours on the job. If the
contractor or subcontractor fails to submit the required records or to make them
available, the SHA, the FHWA, the DOL, or all may, after written notice to the
contractor, sponsor, applicant, or owner, take such actions as may be necessary to
cause the suspension of any further payment, advance, or guarantee of funds.
Book One- State Route 68 at San Benancio Road Intersection Improvements 85
CONTRACT NO. 10-111065
BIB]
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
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STATE-U012
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68-U012
AT-U012
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D.-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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7/19/2010-U011
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
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BENANCIO-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
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A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??^??Furthermore, failure to submit the required records upon request or to make such
records available may be grounds for debarment action pursuant to 29 CFR 5.12.
VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR
As of May 22, 2007, Form FHWA-47 is no longer required.)
VII. SUBLETTING OR ASSIGNING THE CONTRACT
1. The contractor shall perform with its own organization contract work amounting to not
less than 30 percent or a greater percentage if specified elsewhere in the contract) of the
total original contract price, excluding any specialty items designated by the State.
Specialty items may be performed by subcontract and the amount of any such specialty
items performed may be deducted from the total original contract price before computing
the amount of work required to be performed by the contractor's own organization 23
CFR 635).
a. Its own organization" shall be construed to include only workers employed and paid
directly by the prime contractor and equipment owned or rented by the prime
contractor, with or without operators. Such term does not include employees or
equipment of a subcontractor, assignee, or agent of the prime contractor.
b. Specialty Items" shall be construed to be limited to work that requires highly
specialized knowledge, abilities, or equipment not ordinarily available in the type of
contracting organizations qualified and expected to bid on the contract as a whole and
in general are to be limited to minor components of the overall contract.
2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII
is computed includes the cost of material and manufactured products which are to be
purchased or produced by the contractor under the contract provisions.
3. The contractor shall furnish a) a competent superintendent or supervisor who is
employed by the firm, has full authority to direct performance of the work in accordance
with the contract requirements, and is in charge of all construction operations regardless
of who performs the work) and b) such other of its own organizational resources
supervision, management, and engineering services) as the SHA contracting officer
determines is necessary to assure the performance of the contract.
4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with
the written consent of the SHA contracting officer, or authorized representative, and such
consent when given shall not be construed to relieve the contractor of any responsibility
for the fulfillment of the contract. Written consent will be given only after the SHA has
assured that each subcontract is evidenced in writing and that it contains all pertinent
provisions and requirements of the prime contract.
VIII. SAFETY: ACCIDENT PREVENTION
1. In the performance of this contract the contractor shall comply with all applicable
Federal, State, and local laws governing safety, health, and sanitation 23 CFR 635). The
contractor shall provide all safeguards, safety devices and protective equipment and take
any other needed actions as it determines, or as the SHA contracting officer may
determine, to be reasonably necessary to protect the life and health of employees on the
job and the safety of the public and to protect property in connection with the
performance of the work covered by the contract.
2. It is a condition of this contract, and shall be made a condition of each subcontract, which
the contractor enters into pursuant to this contract, that the contractor and any
Book One- State Route 68 at San Benancio Road Intersection Improvements 86
CONTRACT NO. 10-111065
BIB]
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BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
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DO94108-U03
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FERNANDEZV-U10
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ON-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
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10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
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15366-U05
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7/19/2010-U011
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ROUTE-U012
68-U012
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68-U012
AT-U012
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CONTRACT-U012
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10-111065;-U012
D.-U012
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DIRECTOR-U012
OF-U012
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SIGN-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??_??subcontractor shall not permit any employee, in performance of the contract, to work in
surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her
health or safety, as determined under construction safety and health standards 29 CFR
1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the
Contract Work Hours and Safety Standards Act 40 U.S.C. 333).
3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or
authorized representative thereof, shall have right of entry to any site of contract
performance to inspect or investigate the matter of compliance with the construction
safety and health standards and to carry out the duties of the Secretary under Section 107
of the Contract Work Hours and Safety Standards Act 40 U.S.C. 333).
IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS
In order to assure high quality and durable construction in conformity with approved
plans and specifications and a high degree of reliability on statements and representations
made by Engineers, contractors, suppliers, and workers on Federal-aid highway projects,
it is essential that all persons concerned with the project perform their functions as
carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or
misrepresentation with respect to any facts related to the project is a violation of Federal
law. To prevent any misunderstanding regarding the seriousness of these and similar acts,
the following notice shall be posted on each Federal-aid highway project 23 CFR 635) in
one or more places where it is readily available to all persons concerned with the project:
NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL-AID HIGHWAY
PROJECTS
18 U.S.C. 1020 reads as follows:
Whoever, being an officer, agent, or employee of the United States, or of any State or
Territory, or whoever, whether a person, association, firm, or corporation, knowingly
makes any false statement, false representation, or false report as to the character, quality,
quantity, or cost of the material used or to be used, or the quantity or quality of the work
performed or to be performed, or the cost thereof in connection with the submission of
plans, maps, specifications, contracts, or costs of construction on any highway or related
project submitted for approval to the Secretary of Transportation; or
Whoever knowingly makes any false statement, false representation, false report or false
claim with respect to the character, quality, quantity, or cost of any work performed or to
be performed, or materials furnished or to be furnished, in connection with the
construction of any highway or related project approved by the Secretary of
Transportation; or
Whoever knowingly makes any false statement or false representation as to material fact
in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid
Roads Act approved July 1, 1916, 39 Stat. 355), as amended and supplemented;
Shall be fined not more that $10,000 or imprisoned not more than 5 years or both."
X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER
POLLUTION CONTROL ACT
Applicable to all Federal-aid construction contracts and to all related subcontracts of
$100,000 or more.)
By submission of this bid or the execution of this contract, or subcontract, as appropriate,
the bidder, Federal-aid construction contractor, or subcontractor, as appropriate, will be
deemed to have stipulated as follows:
1. That any facility that is or will be utilized in the performance of this contract, unless
such contract is exempt under the Clean Air Act, as amended 42 U.S.C. 1857 et seq.,
Book One- State Route 68 at San Benancio Road Intersection Improvements 87
CONTRACT NO. 10- H 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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AI93754-U03
DO94108-U03
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A-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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AT-U012
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BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
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10-111065;-U012
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SPECIFICATIONS;-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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BY-U012
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EQUIVALENT-U012
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AT-U012
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JANUARY-U012
17,-U012
2011-U012
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24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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A-U07
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
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B.-U012
CONSIDER-U012
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??`??as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as
amended 33 U.S.C. 1251 et seq., as amended by Pub.L. 92-500), Executive Order
11738, and regulations in implementation thereof 40 CFR 15) is not listed, on the
date of contract award, on the U.S. Environmental Protection Agency EPA) List of
Violating Facilities pursuant to 40 CFR 15.20.
2. That the firm agrees to comply and remain in compliance with all the requirements of
Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution
Control Act and all regulations and guidelines listed thereunder.
3. That the firm shall promptly notify the SHA of the receipt of any communication
from the Director, Office of Federal Activities, EPA, indicating that a facility that is
or will be utilized for the contract is under consideration to be listed on the EPA List
of Violating Facilities.
4. That the firm agrees to include or cause to be included the requirements of paragraph 1
through 4 of this Section X in every nonexempt subcontract, and further agrees to
take such action as the government may direct as a means of enforcing such
requirements.
XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION,
INELIGIBILITY AND VOLUNTARY EXCLUSION
1. Instructions for Certification Primary Covered Transactions:
Applicable to all Federal-aid contracts 49 CFR 29)
a. By signing and submitting this proposal, the prospective primary participant is
providing the certification set out below.
b. The inability of a person to provide the certification set out below will not necessarily
result in denial of participation in this covered transaction. The prospective
participant shall submit an explanation of why it cannot provide the certification set
out below. The certification or explanation will be considered in connection with the
department or agency's determination whether to enter into this transaction. However,
failure of the prospective primary participant to furnish a certification or an
explanation shall disqualify such a person from participation in this transaction.
c. The certification in this clause is a material representation of fact upon which reliance
was placed when the department or agency determined to enter into this transaction.
If it is later determined that the prospective primary participant knowingly rendered
an erroneous certification, in addition to other remedies available to the Federal
Government, the department or agency may terminate this transaction for cause of
default.
d. The prospective primary participant shall provide immediate written notice to the
department or agency to whom this proposal is submitted if any time the prospective
primary participant learns that its certification was erroneous when submitted or has
become erroneous by reason of changed circumstances.
e. The terms covered transaction," debarred," suspended," ineligible," lower tier
covered transaction," participant," person," primary covered transaction,"
principal," proposal," and voluntarily excluded," as used in this clause, have the
meanings set out in the Definitions and Coverage sections of rules implementing
Executive Order 12549. You may contact the department or agency to which this
proposal is submitted for assistance in obtaining a copy of those regulations.
f. The prospective primary participant agrees by submitting this proposal that, should
the proposed covered transaction be entered into, it shall not knowingly enter into any
lower tier covered transaction with a person who is debarred, suspended, declared
Book One- State Route 68 at San Benancio Road Intersection Improvements 88
CONTRACT NO. 10-111065
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JANUARY-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
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FO85769-U03
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??a??ineligible, or voluntarily excluded from participation in this covered transaction,
unless authorized by the department or agency entering into this transaction.
g. The prospective primary participant further agrees by submitting this proposal that it
will include the clause titled Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," provided by
the department or agency entering into this covered transaction, without modification,
in all lower tier covered transactions and in all solicitations for lower tier covered
transactions.
h. A participant in a covered transaction may rely upon a certification of a prospective
participant in a lower tier covered transaction that is not debarred, suspended,
ineligible, or voluntarily excluded from the covered transaction, unless it knows that
the certification is erroneous. A participant may decide the method and frequency by
which it determines the eligibility of its principals. Each participant may, but is not
required to, check the nonprocurement portion of the Lists of Parties Excluded From
Federal Procurement or Nonprocurement Programs" Nonprocurement List) which is
compiled by the General Services Administration.
i. Nothing contained in the foregoing shall be construed to require establishment of a
system of records in order to render in good faith the certification required by this
clause. The knowledge and information of participant is not required to exceed that
which is normally possessed by a prudent person in the ordinary course of business
dealings.
j. Except for transactions authorized under paragraph f of these instructions, if a
participant in a covered transaction knowingly enters into a lower tier covered
transaction with a person who is suspended, debarred, ineligible, or voluntarily
excluded from participation in this transaction, in addition to other remedies available
to the Federal Government, the department or agency may terminate this transaction
for cause or default.
Certification Regarding Debarment, Suspension, Ineligibility and
Voluntary Exclusion--Primary Covered Transactions
1. The prospective primary participant certifies to the best of its knowledge and belief, that
it and its principals:
a. Are not presently debarred, suspended, proposed for debarment, declared ineligible,
or voluntarily excluded from covered transactions by any Federal department or
agency;
b. Have not within a 3-year period preceding this proposal been convicted of or had a
civil judgement rendered against them for commission of fraud or a criminal offense
in connection with obtaining, attempting to obtain, or performing a public Federal,
State or local) transaction or contract under a public transaction; violation of Federal
or State antitrust statutes or commission of embezzlement, theft, forgery, bribery,
falsification or destruction of records, making false statements, or receiving stolen
property;
c. Are not presently indicted for or otherwise criminally or civilly charged by a
governmental entity Federal, State or local) with commission of any of the offenses
enumerated in paragraph lb of this certification; and
Book One- State Route 68 at San Benancio Road Intersection Improvements 89
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??b??d. Have not within a 3-year period preceding this application/proposal had one or more
public transactions Federal, State or local) terminated for cause or default.
2. Where the prospective primary participant is unable to certify to any of the statements in
this certification, such prospective participant shall attach an explanation to this proposal.
2. Instructions for Certification Lower Tier Covered Transactions:
Applicable to all subcontracts, purchase orders and other lower tier transactions of
$25,000 or more 49 CFR 29)
a. By signing and submitting this proposal, the prospective lower tier is providing the
certification set out below.
b. The certification in this clause is a material representation of fact upon which reliance
was placed when this transaction was entered into. If it is later determined that the
prospective lower tier participant knowingly rendered an erroneous certification, in
addition to other remedies available to the Federal Government, the department, or
agency with which this transaction originated may pursue available remedies,
including suspension and/or debarment.
c. The prospective lower tier participant shall provide immediate written notice to the
person to which this proposal is submitted if at any time the prospective lower tier
participant learns that its certification was erroneous by reason of changed
circumstances.
d. The terms covered transaction," debarred," suspended," ineligible," primary
covered transaction," participant," person," principal," proposal," and voluntarily
excluded," as used in this clause, have the meanings set out in the Definitions and
Coverage sections of rules implementing Executive Order 12549. You may contact
the person to which this proposal is submitted for assistance in obtaining a copy of
those regulations.
e. The prospective lower tier participant agrees by submitting this proposal that, should
the proposed covered transaction be entered into, it shall not knowingly enter into any
lower tier covered transaction with a person who is debarred, suspended, declared
ineligible, or voluntarily excluded from participation in this covered transaction,
unless authorized by the department or agency with which this transaction originated.
f. The prospective lower tier participant further agrees by submitting this proposal that
it will include this clause titled Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without
modification, in all lower tier covered transactions and in all solicitations for lower
tier covered transactions.
g. A participant in a covered transaction may rely upon a certification of a prospective
participant in a lower tier covered transaction that is not debarred, suspended,
ineligible, or voluntarily excluded from the covered transaction, unless it knows that
the certification is erroneous. A participant may decide the method and frequency by
which it determines the eligibility of its principals. Each participant may, but is not
required to, check the Nonprocurement List.
h. Nothing contained in the foregoing shall be construed to require establishment of a
system of records in order to render in good faith the certification required by this
clause. The knowledge and information of participant is not required to exceed that
Book One- State Route 68 at San Benancio Road Intersection Improvements 90
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??c??which is normally possessed by a prudent person in the ordinary course of business
dealings.
i. Except for transactions authorized under paragraph e of these instructions, if a
participant in a covered transaction knowingly enters into a lower tier covered
transaction with a person who is suspended, debarred, ineligible, or voluntarily
excluded from participation in this transaction, in addition to other remedies available
to the Federal Government, the department or agency with which this transaction
originated may pursue available remedies, including suspension and/or debarment.
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--
Lower Tier Covered Transactions:
1. The prospective lower tier participant certifies, by submission of this proposal, that
neither it nor its principals is presently debarred, suspended, proposed for debarment,
declared ineligible, or voluntarily excluded from participation in this transaction by any
Federal department or agency.
2. Where the prospective lower tier participant is unable to certify to any of the statements
in this certification, such prospective participant shall attach an explanation to this
proposal.
XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR
LOBBYING
Applicable to all Federal-aid construction contracts and to all related subcontracts which
exceed $100,000 49 CFR 20)
1. The prospective participant certifies, by signing and submitting this bid or proposal, to
the best of his or her knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or
employee of any Federal agency, a Member of Congress, an officer or employee of
Congress, or an employee of a Member of Congress in connection with the awarding
of any Federal contract, the making of any Federal grant, the making of any Federal
loan, the entering into of any cooperative agreement, and the extension, continuation,
renewal, amendment, or modification of any Federal contract, grant, loan, or
cooperative agreement.
b. If any funds other than Federal appropriated funds have been paid or will be paid to
any person for influencing or attempting to influence an officer or employee of any
Federal agency, a Member of Congress, an officer or employee of Congress, or an
employee of a Member of Congress in connection with this Federal contract, grant,
loan, or cooperative agreement, the undersigned shall complete and submit Standard
Form-LLL, Disclosure Form to Report Lobbying," in accordance with its
instructions.
2. This certification is a material representation of fact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is a
Book One- State Route 68 at San Benancio Road Intersection Improvements 91
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??d??prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any
person who fails to file the required certification shall be subject to a civil penalty of not
less than $10,000 and not more than $100,000 for each such failure.
3. The prospective participant also agrees by submitting his or her bid or proposal that he or
she shall require that the language of this certification be included in all lower tier
subcontracts, which exceed $100,000 and that all such recipients shall certify and
disclose accordingly.
7-1.50C Female and Minority Goals
To comply with Section II, Nondiscrimination," of Required Contract Provisions Federal-
Aid Construction Contracts," the Department is including in Section 7-1.50C, Female and
Minority Goals," female and minority utilization goals for Federal-aid construction contracts and
subcontracts that exceed $10,000.
The nationwide goal for female utilization is 6.9 percent.
The goals for minority utilization 45 Fed Reg 65984 10/3/1980)] are as follows:
Book One- State Route 68 at San Benancio Road Intersection Improvements 92
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??e??Economic Area Goal
Percent)
174 Redding CA:
Non-SMSA Counties: 6.8
CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehema
175 Eureka, CA
Non-SMSA Counties: 6.6
CA Del Norte; CA Humboldt; CA Trinity
176 San Francisco-Oakland-San Jose, CA:
SMSA Counties:
7120 Salinas-Seaside-Monterey, CA 28.9
CA Monterey
7360 San Francisco-Oakland 25.6
CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo
7400 San Jose, CA
CA Santa Clara, CA 19.6
7485 Santa Cruz, CA
CA Santa Cruz 14.9
7500 Santa Rosa
CA Sonoma 9.1
8720 Vallejo-Fairfield-Napa, CA
CA Napa; CA Solano 17.1
Non-SMSA Counties:
CA Lake; CA Mendocino; CA San Benito 23.2
177 Sacramento, CA:
SMSA Counties:
6920 Sacramento, CA 16.1
CA Placer; CA Sacramento; CA Yolo
Non-SMSA Counties 14.3
CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA
Yuba
178 Stockton-Modesto, CA:
SMSA Counties:
5170 Modesto, CA 12.3
CA Stanislaus
8120 Stockton, CA 24.3
CA San Joaquin
Non-SMSA Counties 19.8
CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Toulumne
179 Fresno-Bakersfield, CA
SMSA Counties:
0680 Bakersfield, CA 19.1
CA Kem
2840 Fresno, CA 26.1
CA Fresno
Non-SMSA Counties: 23.6
CA Kings; CA Madera; CA Tulare
180 Los Angeles, CA:
SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA 11.9
CA Orange
4480 Los Angeles-Long Beach, CA 28.3
CA Los Angeles
6000 Oxnard-Simi Valley-Ventura, CA 21.5
CA Ventura
6780 Riverside-San Bernardino-Ontario, CA 19.0
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA 19.7
Minority Utilization Goals
Book One- State Route 68 at San Benancio Road Intersection Improvements 93
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
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RIVASR-U04
15366-U05
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A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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MITIGATION-U012
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CONSIDER-U012
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A-U012
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JANUARY-U012
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UPON-U012
PASSAGE-U012
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STATE-U012
BUDGET.-U012
BIB]
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15366-U05
3-U06
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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E.-U012
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DIRECTOR-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
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BOOK ONE - CONTRACT NO. 10-11??f?? CA Santa Barbara
Non-SMSA Counties 24.6
CA Inyo; CA Mono; CA San Luis Obispo
181 San Diego, CA:
SMSA Counties
7320 San Diego, CA 16.9
CA San Diego
Non-SMSA Counties 18.2
CA Imperial
For each July during which work is performed under the contract, you and each non-
material-supplier subcontractor with a subcontract of $10,000 or more must complete Form
FHWA PR-1391 Appendix C to 23 CFR 230). Submit the forms by August 15.
7-1.50D Training
Section 7-1.50D, Training," applies if a number of trainees or apprentices is specified in the
special provisions.
As part of your equal opportunity affirmative action program, provide on-the-job training to
develop full journeymen in the types of trades or job classifications involved.
You have primary responsibility for meeting this training requirement.
If you subcontract a contract part, determine how many trainees or apprentices are to be
trained by the subcontractor.
Include these training requirements in your subcontract.
Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st
year of apprenticeship or training.
Distribute the number of apprentices or trainees among the work classifications on the basis
of your needs and the availability of journeymen in the various classifications within a
reasonable recruitment area.
Before starting work, submit to the Department:
1. Number of apprentices or trainees to be trained for each classification
2. Training program to be used
3. Training starting date for each classification
Obtain the Department's approval for this submitted information before you start work. The
Department credits you for each apprentice or trainee you employ on the work who is currently
enrolled or becomes enrolled in an approved program.
The primary objective of Section 7-1.50D, Training," is to train and upgrade minorities and
women toward journeymen status. Make every effort to enroll minority and women apprentices
or trainees, such as conducting systematic and direct recruitment through public and private
sources likely to yield minority and women apprentices or trainees, to the extent they are
available within a reasonable recruitment area. Show that you have made the efforts. In making
these efforts, do not discriminate against any applicant for training.
Do not employ as an apprentice or trainee an employee:
1. In any classification in which the employee has successfully completed a training course
leading to journeyman status or in which the employee has been employed as a
journeyman
2. Who is not registered in a program approved by the US Department of Labor, Bureau of
Apprenticeship and Training
Book One- State Route 68 at San Benancio Road Intersection Improvements 94
CONTRACT NO. 10-111065
BIB]
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U02
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15366-U05
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HEARING-U07
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300-PUBLIC-U08
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ADVERTISE-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
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BOOK-U02
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U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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7/19/2010-U011
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STATE-U012
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NO.-U012
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D.-U012
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OF-U012
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SIGN-U012
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E.-U012
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OF-U012
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WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??g??Ask the employee if the employee has successfully completed a training course leading to
journeyman status or has been employed as a journeyman. Your records must show the
employee's answers to the questions.
In your training program, establish the minimum length and training type for each
classification. The Department and FHWA approves a program if one of the following is met:
1. It is calculated to:
1.1. Meet the your equal employment opportunity responsibilities
1.2. Qualify the average apprentice or trainee for journeyman status in the classification
involved by the end of the training period
2. It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and
Training and it is administered in a way consistent with the equal employment
responsibilities of federal-aid highway construction contracts
Obtain the State's approval for your training program before you start work involving the
classification covered by the program.
Provide training in the construction crafts, not in clerk-typist or secretarial-type positions.
Training is allowed in lower level management positions such as office engineers, estimators,
and timekeepers if the training is oriented toward construction applications. Training is allowed
in the laborer classification if significant and meaningful training is provided and approved by
the division office. Off-site training is allowed if the training is an integral part of an approved
training program and does not make up a significant part of the overall training.
The Department reimburses you 80 cents per hour of training given an employee on this
contract under an approved training program:
1. For on-site training
2. For off-site training if the apprentice or trainee is currently employed on a federal-aid
project and you do at least one of the following:
2.1. Contribute to the cost of the training
2.2. Provide the instruction to the apprentice or trainee
2.3. Pay the apprentice's or trainee's wages during the off-site training period
3. If you comply with Section 7-1.50D, Training"
Each apprentice or trainee must:
1. Begin training on the project as soon as feasible after the start of work involving the
apprentice's or trainee's skill
2. Remain on the project as long as training opportunities exist in the apprentice's or
trainee's work classification or until the apprentice or trainee has completed the training
program
Furnish the apprentice or trainee:
1. Copy of the program you will comply with in providing the training
2. Certification showing the type and length of training satisfactorily completed
Book One- State Route 68 at San Benancio Road Intersection Improvements 95
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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INTERSECTION-U012
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IMPROVEMENTS,-U012
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ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
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STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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10-111065;-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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CONDUCT-U07
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PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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05-0H8220,-U012
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CONSIDER-U012
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OF-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??h??Maintain records and submit reports documenting your performance under Section 7-1.50D,
Training."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 8 PROSECUTION AND PROGRESS
Issued 06-05-09)
Replace Section 8 with:
SECTION 8 PROSECUTION AND PROGRESS
8-1.01 BLANK)
8-1.02 ASSIGNMENT
No third-party agreement relieves you or your surety of your responsibility to complete the
work. Do not sell, transfer, or otherwise dispose of any contract part without prior written
consent from the Department.
If you assign the right to receive contract payments, the Department accepts the assignment
upon the Engineer's receipt of a notice. Assigned payments remain subject to deductions and
withholds described in the contract. The Department may use withheld payments for work
completion whether payments are assigned or not.
8-1.025 PRECONSTRUCTION CONFERENCE
Attend a preconstruction conference with key personnel, including your assigned
representative, at a time and location determined by the Engineer. Submit documents as required
before the preconstruction conference. You may begin work before the preconstruction
conference.
Be prepared to discuss the following topics and documents:
Book One- State Route 68 at San Benancio Road Intersection Improvements 96
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
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IMPROVEMENTS,-U012
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EA-U012
05-0H8220,-U012
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AUTHORIZING-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
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WORKS-U08
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7/19/2010-U011
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
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B.-U012
CONSIDER-U012
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
CONSIDER-U012
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IMPROVEMENTS,-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??i??Topics Document
Potential claim and dispute resolution Potential claim forms
Contractor's representation Assignment of Contractor's representative
DBE and DVBE Final utilization reports
Equipment Equipment list
Labor compliance and equal employment opportunity Job site posters and benefit and payroll reports
Material inspection Notice of Materials to be Used
Materials on hand Request for Payment for Materials on Hand
Measurements
Partnering Field Guide to Partnering on Caltrans Construction Projects
Quality control QC plans
Safety Injury and Illness Prevention Program and job site posters
Schedule Baseline schedule and Weekly Statement of Working Days
Subcontracting Subcontracting Request
Surveying Survey Request
Traffic control Traffic contingency plan and traffic control plans
Utility work
Weight limitations
Water pollution control SWPPP or WPCP
Work restrictions PLACs
Working drawings
8-1.03 BEGINNING OF WORK
Begin work within 15 days after receiving notice that the contract has been approved by the
Attorney General or the attorney appointed and authorized to represent the Department. Submit
a written notice 72 hours before beginning work. If the project has more than one location of
work, submit a separate notice for each location.
You may begin work before receiving the notice of contract approval if you:
1. Deliver the signed contract, bonds, and evidence of insurance to the Department
2. Submit 72-hour notice
3. Obtain an encroachment permit from the Department
4. Are authorized by the Department to begin
5. Perform work at your own risk
6. Perform work under the contract
The Engineer does not count working days for days worked before contract approval.
If the contract is approved, work already performed that complies with the contract is
authorized.
If the contract does not get approved, leave the job site in a neat condition. If a facility has
been changed, restore it to its former or equivalent condition at your expense.
The Department does not adjust time for beginning before the approval date.
8-1.04 PROGRESS SCHEDULE
8-1.04A General
Reserved
8-1.04B Critical Path Method Schedule
The following definitions apply to critical path method schedules:
Book One- State Route 68 at San Benancio Road Intersection Improvements 97
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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05-0H8220,-U012
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10-111065;-U012
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E.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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8/4/2010-U04
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HEARING-U07
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REPORTING-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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05-0H8220,-U012
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IN-U012
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ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
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RESOLUTION-U012
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PROGRAM-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
D.-U012
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DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??j??activity: Task, event, or other project element on a schedule that contributes to completing
the project. Activities have a description, start date, finish date, duration, and one or
more logic ties.
baseline schedule: The initial schedule showing the original work plan beginning on the
date of contract approval. This schedule shows no completed work to date and no
negative float or negative lag to any activity.
controlling activity: Construction activity that extends the scheduled completion date if
delayed.
critical path: Longest continuous chain of activities for the project that has the least amount
of total float of all chains. In general, a delay on the critical path extends the scheduled
completion date.
critical path method CPM): Network based planning technique using activity durations
and relationships between activities to calculate a schedule for the entire project.
revised schedule: Schedule that incorporates a proposed or past change to logic or activity
durations.
scheduled completion date: Planned project completion date shown on the current
schedule.
updated schedule: Current schedule developed from the accepted baseline and any
subsequent accepted updated or revised schedules through regular monthly review to
incorporate actual past progress.
Before or at the preconstruction conference, submit a CPM baseline schedule.
Submit a monthly updated schedule that includes the status of work completed to date and
the work yet to be performed as planned.
On each schedule, show:
1. Planned and actual start and completion date of each work activity, including applicable:
1.1. Submittal development
1.2. Submittal review and approval
1.3. Material procurement
1.4. Contract milestones and constraints
1.5. Equipment and plant setup
1.6. Interfaces with outside entities
1.7. Erection and removal of falsework and shoring
1.8. Test periods
1.9. Major traffic stage change
1.10. Final cleanup
2. Order that you propose to prosecute the work
3. Logical links between the time-scaled work activities
4. All controlling activities
5. Legible description of each activity
6. At least one predecessor and one successor to each activity, except for project start and
project end milestones
7. Duration of not less than one working day for each activity
8. Start milestone date as the contract approval date
You may include changes on updated schedules that do not alter the critical path or extend
the schedule completion date compared to the current schedule. Changes may include:
Book One- State Route 68 at San Benancio Road Intersection Improvements 98
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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PROGRAM-U012
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JANUARY-U012
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UPON-U012
PASSAGE-U012
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STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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REPORTING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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ROAD-U012
INTERSECTION-U012
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BY-U012
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2011-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
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LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
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7/19/2010-U011
ROUTE-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??k??1. Adding or deleting activities
2. Changing activity constraints
3. Changing durations
4. Changing logic
If any proposed change in planned work results in altering the critical path or extending the
scheduled completion date, submit a revised schedule within 15 days of the proposed change.
For each schedule submittal:
1. Submit a plotted original, time-scaled network diagram on a sheet of at least 8.5" x 11"
with a title block and timeline
2. If a computer program is used to make the schedule, submit a read-only compact disc or
diskette containing the schedule data. Label the compact disc or diskette with:
2.1. Contract number
2.2. CPM schedule number and date produced
2.3. File name
If there is no contract item for progress schedule critical path method), full compensation for
this work is included in the contract prices paid for the items of work involved, and no additional
compensation will be allowed therefor.
8-1.05 TEMPORARY SUSPENSION OF WORK
8-1.05A General
The Engineer may suspend work wholly or in part due to any of the following:
1. Conditions are unsuitable for work progress.
2. You fail to do any of the following:
2.1. Fulfill the Engineer's orders.
2.2. Fulfill a contract part.
2.3. Perform weather-dependent work when conditions are favorable so that weather-
related unsuitable conditions are avoided or do not occur.
Upon the Engineer's written order of suspension, suspend work immediately. Provide for
public safety and a smooth and unobstructed passageway through the work zone during the
suspension as specified in Sections 7-1.08, Public Convenience," and 7-1.09, Public Safety."
Resume work when ordered.
8-1.05B Suspensions Unrelated to Contractor Performance
For a suspension unrelated to your performance, providing for a smooth and unobstructed
passageway through the work during the suspension will be paid for as extra work as specified in
Section 4-1.03D, Extra Work."
The days during a suspension unrelated to your performance are non-working days.
8-1.05C Suspensions Related to Contractor Performance
For a suspension related to your performance, the Department may provide for a smooth and
unobstructed passageway through the work during the suspension and deduct the cost from
payments.
Book One- State Route 68 at San Benancio Road Intersection Improvements 99
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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8/4/2010-U04
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15366-U05
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A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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7/19/2010-U011
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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B.-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??l??The days during a suspension related to your performance are working days.
8-1.06 TIME OF COMPLETION
The time to complete the work is specified in the special provisions.
The Engineer issues a Weekly Statement of Working Days by the end of the following week
unless the contract is suspended for reasons unrelated to your performance.
The Weekly Statement of Working Days shows:
1. Working days and non-working days during the reporting week
2. Time adjustments
3. Work completion date computations, including working days remaining
4. Controlling activities
You may protest a Weekly Statement of Working Days.
8-1.07 LIQUIDATED DAMAGES
8-1.07A General
The Department specifies liquidated damages Pub Cont Code 10226). Liquidated
damages, if any, accrue starting on the 1st day after the expiration of the working days through
the day of contract acceptance except as specified in Sections 8-1.07B, Failure to Complete
Work Parts within Specified Times," and 8-1.07C, Failure to Complete Work Parts by Specified
Dates."
The Department withholds liquidated damages before the accrual date if the anticipated
liquidated damages may exceed the value of the remaining work.
Liquidated damages for all work, except plant establishment, are:
Liquidated Dam ges
Total Bid Liquidated Damages per
From over To Day
$0 $50,000 $1,200
$50,000 $120,000 $1,500
$120,000 $1,000,000 $1,900
$1,000,000 $5,000,000 $3,000
$5,000,000 $10,000,000 $5,400
$10,000,000 $30,000,000 $8,300
$30,000,000 $100,000,000 $10,500
$100,000,000 $250,000,000 $28,500
If all work, except plant establishment, is complete and the total number of working days has
expired, liquidated damages are $950 per day.
8-1.07B Failure to Complete Work Parts within Specified Times
The Department may deduct specified damages from payments for each day in completing a
work part beyond the time specified for completing the work part.
Damages for untimely completion of work parts may not be equal to the daily amount
specified as liquidated damages for the project as a whole, but the Department does not
simultaneously assess damages for untimely completion of work parts and for the whole work.
Damages accrue starting the 1st day after a work part exceeds the specified time through the
day the specified work part is complete.
Book One- State Route 68 at San Benancio Road Intersection Improvements 100
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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C.-U012
CONSIDER-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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NO.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??m??8-1.07C Failure to Complete Work Parts by Specified Dates
The Department may deduct specified damages from payments for each day in completing a
work part beyond the specified completion date for the work part.
Damages for untimely work part completion may not be equal to the daily amount specified
as liquidated damages for the project as a whole, but the Department does not simultaneously
assess damages for untimely work part completion and the whole work.
Damages accrue starting the 1st day after an unmet completion date through the day the work
part is complete.
8-1.07D Director Days
If the work is not completed within the working days, the Director may grant director days if
it serves the State's best interest.
By granting director days, the Director adds working days to the contract. The Director may
either grant enough days to eliminate the liquidated damages or fewer. In the latter case, the
Department deducts liquidated damages for the remaining overrun in contract time. The Director
may deduct the Department's engineering, inspection, and overhead costs incurred during the
period of extension granted as director days.
8-1.08 TERMINATION OF CONTROL
The Department may terminate your control of the work for failure to do any of the following
Pub Cont Code 10253):
1. Supply an adequate workforce
2. Supply material as described
3. Pay subcontractors Pub Cont Code 10262)
4. Prosecute the work as described in the contract
The Department may also terminate your control for failure to maintain insurance coverage.
For a Federal-aid contract, the Department may terminate your control of the work for failure
to include Required Contract Provisions, Federal-Aid Construction Contracts" in subcontracts.
The Department gives you and your surety notice at least 5 days before terminating control.
The notice describes the failures and the time allowed to remedy the failures. If failures are not
remedied within the time provided, the Department takes control of the work.
The Department may complete the work if the Department terminates your control or you
abandon the project Pub Cont Code 10255). The Department determines the unpaid balance
under Pub Cont Code 10258 and the contract.
At any time before final payment of all claims, the Department may convert a termination of
control to a termination of contract.
8-1.09 DELAYS
8-1.09A General
An excusable delay is a delay of a controlling activity beyond your control, not foreseeable
when the work began such as:
1. Change in the work
2. Department action that is not part of the contract
3. Presence of an underground utility main not described in the contract or in a location
different from that specified
Book One- State Route 68 at San Benancio Road Intersection Improvements 101
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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C.-U012
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10-111065;-U012
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17,-U012
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JANUARY-U012
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2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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8/4/2010-U04
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15366-U05
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A.-U07
CONDUCT-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
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PROGRAM-U07
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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MEASURES;-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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IMPROVEMENTS,-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??n??4. Described facility reconstruction not reconstructed as described, by the utility owner by
the date specified, unless the reconstruction is solely for your convenience
5. Department's failure to obtain timely access to the right-of-way
6. Department's failure to perform an action in the time specified
A critical delay is a delay that extends the schedule completion date.
To request a delay-related time or payment adjustment, submit an RFI.
8-1.09B Time Adjustments
For an excusable critical delay, the Department may make a time adjustment. The Engineer
uses information from the schedule to evaluate requests for time adjustments.
If requesting an adjustment, submit a revised schedule showing the delay's effect on the
controlling activity. If the delay has:
1. Occurred, submit records of dates and what work was performed during the delayed
activity
2. Not occurred, submit the expected dates or duration of the delayed activity
If the Engineer requests, update the schedule to the last working day before the start of the
delay.
8-1.09C Payment Adjustments
The Department may make a payment adjustment for an excusable delay that affects your
costs.
Only losses for idle equipment, idle workers, and equipment moving or transporting are
eligible for delay-related payment adjustments.
The Engineer determines payment for idle time of equipment in the same manner as
determinations are made for equipment used in the performance of force account work under
Section 9-1.03, Force Account," with the following exceptions:
1. Delay factor in the Labor Surcharge and Equipment Rental Rates applies to each
equipment rental rate.
2. Daily number of payable hours equals the normal working hours during the delay, not to
exceed 8 hours per day.
3. Delay days exclude non-working days.
4. Markups are not added.
The Engineer determines payment adjustment for idle workers under Section 9-1.03B,
Labor," but does not add markups.
The Engineer includes costs due to necessary extra equipment moving or transporting.
8-1.10 BLANK)
8-1.11 TERMINATION OF CONTRACT
8-1.11A General
The Director may terminate the contract if it serves the State's best interest. The Department
issues you a written notice, implements the termination, and pays you.
Book One- State Route 68 at San Benancio Road Intersection Improvements 102
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
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68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??o??8-1.11B Relief from Responsibility for Work
On receiving a termination notice:
1. Stop work
2. Notify subcontractors and suppliers of the contract termination and stop contract-related
work
3. Perform the Engineer-ordered work to secure the job site for termination
4. Remove equipment
5. If authorized, settle termination-related claims and liabilities involving subcontractors
and suppliers; assign to the Department the rights, titles, or interests held by you with
respect to these parties
8-1.11C Responsibility for Materials
On receiving a termination notice, protect unused material until:
1. You submit an inventory of materials already produced, purchased, or ordered but not yet
used; include the location of the material.
2. The Engineer identifies materials that will be retained by the Department. Submit bills of
sales or other records of material title.
3. The Engineer confirms that unused materials paid by progress payment and materials
furnished by the State have been delivered and stored as ordered.
4. Titles are transferred for materials purchased by the Department.
Dispose of materials that will not be retained by the Department.
8-1.11D Contract Acceptance after Termination
The Engineer recommends contract acceptance after determining completion of:
1. Contract work ordered to be completed before termination
2. Other work ordered to secure the project before termination
3. Material delivery and title transfer
The Department pays you under Section 9-1.08, Payment After Contract Acceptance."
8-1.11E Payment Adjustment for Termination
If the Department issues a termination notice, the Engineer determines payment for
termination based on the following:
1. Direct cost for the work:
1.1. Including mobilization, demobilization, securing the job site for termination, and
losses from the sale of materials
1.2. Not including the cost of materials you keep, profit realized from the sale of
materials, the cost of material damaged by an occurrence as defined in Section 7-
1.165, Damage by Storm, Flood, Tsunami or Earthquake," and other credits.
2. Cost of remedial work, as estimated by the Engineer, is not reimbursed.
3. Allowance for profit not to exceed 4 percent of the cost of the work. Prove a likelihood
of having made a profit had the contract not been terminated.
4. Material handling costs for material returned to the vendor or disposed of as ordered.
Book One- State Route 68 at San Benancio Road Intersection Improvements 103
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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E.-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
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68-U012
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C.-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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WORKS-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??p??5. Costs in determining the payment adjustment due to the termination, excluding attorney
fees and litigation costs.
Termination of the contract does not relieve the surety of its obligation for any just claims
arising out of the work performed.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 9 MEASUREMENT AND PAYMENT
Issued 03-11-10)
Replace Section 9 with:
SECTION 9 MEASUREMENT AND PAYMENT
9-1.01 MEASUREMENT OF QUANTITIES
9-1.01A General
The Department determines bid item quantities under U.S. customary units.
9-1.01B Weighing Equipment and Procedures
9-1.01B(1) General
The Engineer measures material quantities for payment with devices that comply with:
1. 4 CA Code of Regs 4000 et seq.
2. Bus & Prof Code 12001 et seq.
To determine the material payment quantities, use measuring devices that have been sealed
by the Department of Food and Agriculture's Division of Measurement Standards or its
designated representative.
If a device is not type approved by the Division of Measurement Standards, type approve it
under California Test 109.
Notify the Engineer at least 1 business day in advance of equipment testing.
Use material plant controllers having elements affecting the data accuracy and delivery that
have been sealed by the Engineer. Make these elements available to the Engineer for inspection.
If the elements are adequate for use, the Engineer seals them. If security seal manipulation
occurs, stop material production. Do not resume production until the Engineer reinspects and
reseals the device.
The Engineer measures material paid for by weight on Contractor-furnished sealed scales
regularly inspected by the Department of Food and Agriculture's Division of Measurement
Standards or its designated representative.
Obtain authorization of portable vehicle scale installations before sealing.
Proportioning scales must comply with Section 5-1.10, Equipment."
9-1.01B(2) Equipment
Each scale must be long enough to fit an entire vehicle or a combination vehicle on the scale
deck. The Department allows you to weigh a combination vehicle separately if you disconnect
the vehicles.
Construct scale undersupports:
Book One- State Route 68 at San Benancio Road Intersection Improvements 104
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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8/4/2010-U04
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15366-U05
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E.-U012
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ADVERTISE-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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HEARING-U07
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
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ROUTE-U012
68-U012
AT-U012
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STATE-U012
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SIGN-U012
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E.-U012
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DIRECTOR-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??q??1. Using portland cement concrete containing at least 470 pounds of cement per cubic yard
produced from commercial quality materials
2. Such that footing heights are at least 20 inches thick
3. With a bearing surface at least 30 inches wide and bearing pressure on the footing not
over 4000 pounds per square foot
In constructing a scale:
1. Furnish drainage to prevent water from saturating the ground under the scale
2. Use bulkheads that prevent displacement
3. If shimming is necessary:
3.1. Use securely attached metal shims or grout
3.2 Do not use wedges to shim the supports
3.3. Do not use shim material in excess of 3 inches
4. Install mechanical indicating elements level, plumb, and rigidly mounted on the concrete
undersupports
5. For a hopper scale, rigidly attach hopper scale lever systems and mechanical indicating
elements so no weight is lost from bending or support distortion
Each scale used to determine material payment quantities must be operated by a licensed
weighmaster Bus & Prof Code 12700 et seq.).
Submit a public weighmaster's certificate or certified daily summary weigh sheets for each
weighed material quantity. The Department may witness material weighing and check and
compile the daily scale weight record.
Each vehicle operator must obtain weight or load slips from the weighmaster. Submit these
records at the delivery point.
9-1.01B(3) Procedures
Daily, weigh empty vehicles used to haul material paid for by weight. Each vehicle must
have a legible identification mark. The Department may verify material weight by having an
empty and loaded vehicle weighed on any scale the Engineer designates.
For imported topsoil measured by volume, soil amendment, and mulch:
1. Each vehicle must allow a ready and accurate contents determination
2. Unless vehicles are of uniform capacity, each vehicle must have a legible identification
mark showing its volume capacity
3. Load vehicles to at least the volume capacity
4. Level vehicle loads on arrival at the delivery point
If determining a quantity paid on a volume basis is impractical or if you request and the
Engineer authorizes the request, the Engineer weighs the material and converts the result to a
volume measurement. The Engineer determines the conversion factors and, if you agree, adopts
this method of measurement.
Book One- State Route 68 at San Benancio Road Intersection Improvements 105
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
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STATE-U012
ROUTE-U012
68-U012
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C.-U012
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APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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05-0H8220,-U012
CONTRACT-U012
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D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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MEASURES;-U012
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ROUTE-U012
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SAN-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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RESOLUTION-U012
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FINDINGS-U012
ADOPTING-U012
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REPORTING-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??r??9-1.01C Final Pay Items
The Department shows a bid item quantity as a final pay item for payment purposes only.
For a final pay item, accept payment based on the verified Bid Item List quantity, regardless of
actual quantity used unless dimensions are changed by the Engineer.
9-1.01D Quantities of Aggregate and Other Roadway Materials
The Engineer determines the weight of aggregate and other roadway materials that are being
paid for by weight as shown and does not include the deducted weight of water in their payment
quantities.
Material Quantity Determination
Aggregate or other roadway material except as otherwise By deducting the weight of water in the materials in
shown in this table excess of 3 percent of the dry weight of the material
from the weight of the material
Imported borrow, imported topsoil, aggregate subbase By deducting the weight of water in the materials in
excess of 6 percent of the dry weight of the material
from the weight of the material
Straw By deducting the weight of water in the materials in
excess of 15 percent of the dry weight of the material
from the weight of the material
Fiber Engineer does not deduct the weight of water
Aggregate base and aggregate for cement treated bases As specified in Section 26, Aggregate Bases," and
Section 27, Cement Treated Bases"
NOTE: Percentage of water is determined by California Test 226.
At the time of weighing
bWeight of water in the fibers must not exceed 15 percent of the dry weight of the fiber.
9-1.02 SCOPE OF PAYMENT
The Department pays you for furnishing the resources and activities required to complete the
Contract work. The Department's payment is full compensation for furnishing the resources and
activities, including:
1. Risk, loss, damage repair, or cost of whatever character arising from or relating to the
work and performance of the work
2. PLACs and taxes
Full compensation for work specified in Sections 1 through 9 is included in the payment for
the bid items involved unless:
1. Bid item for the work is shown on the verified Bid Item List
2. Work is specified as paid for as extra work
The Department does not pay for your loss, damage, repair, or extra costs of whatever
character arising from or relating to the work that is a direct or indirect result of your choice of
construction methods, materials, equipment, or manpower, unless specifically mandated by the
Contract.
Payment is:
1. Full compensation for each bid item specified by the description and measurement unit
shown on the verified Bid Item List
2. For the price bid for each bid item shown on the verified Bid Item List or as changed by
change order with a specified price adjustment
Book One- State Route 68 at San Benancio Road Intersection Improvements 106
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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A-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??s??If an alternative is described in the Contract, the Department pays based on the bid items for
the details and specifications not described as an alternative.
The Department pays for work performed by change order based on one or a combination of
the following:
1. Bid item prices
2. Force account
3. Agreed price
4. Specialist billing
If the Engineer chooses to pay for work performed by change order based on an agreed price,
but you and the Engineer cannot agree on the price, the Department pays by force account.
If a portion of extra work is covered by bid items, the Department pays for this work as
changed quantities in those items. The Department pays for the remaining portion of the extra
work by force account or agreed price.
The Department pays 10 percent annual interest for unpaid and undisputed:
1. Progress payments
2. After-acceptance payment except for claims
For these payments, interest starts to accrue 30 days after the 1st working day following the
20th day of the month payment is due. For extra work bills not submitted within 7 days after
performing the work as specified in 5-1.015E, Extra Work Bills," interest starts to accrue 60
days after the 1st working day following the 20th day of the month payment is due.
The Department pays 6 percent annual interest for unpaid and undisputed claims. Interest
starts to accrue 61 days after the Department accepts a claim statement.
The Department pays 6 percent annual interest for awards in arbitration Civ Code 3289).
If the amount of a deduction or withhold exceeds final payment, the Department invoices you
for the difference, to be paid upon receipt.
9-1.03 FORCE ACCOUNT PAYMENT
9-1.03A General
For work paid by force account, the Engineer compares the Department's records to your
daily force account work report. When you and the Engineer agree on the contents of the daily
force account work reports, the Engineer accepts the report and the Department pays for the
work. If the records differ, the Department pays for the work based only on the information
shown on the Department's records.
If a subcontractor performs work at force account, accept an additional 10 percent markup to
the total cost of that work paid at force account, including markups specified in Section 9-1.03,
as reimbursement for additional administrative costs.
The markups specified in labor, materials, and equipment include compensation for all delay
costs, overhead costs, and profit.
If an item's payment is adjusted for work-character changes, the Department excludes your
cost of determining the adjustment.
Payment for owner-operated labor and equipment is made at the market-priced invoice
submitted.
Book One- State Route 68 at San Benancio Road Intersection Improvements 107
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??t??9-1.03B Labor
Labor payment is full compensation for the cost of labor used in the direct performance of
the work plus a 35 percent markup. Force account labor payment consists of:
1. Employer payment to the worker for:
1.1. Basic hourly wage
1.2. Health and welfare
1.3. Pension
1.4. Vacation
1.5. Training
1.6. Other State and federal recognized fringe benefit payments
2. Labor surcharge percentage in Labor Surcharge and Equipment Rental Rates current
during the work paid at force account for:
2.1. Workers' compensation insurance
2.2. Social security
2.3. Medicare
2.4. Federal unemployment insurance
2.5. State unemployment insurance
2.6. State training taxes
3. Subsistence and travel allowances paid to the workers
4. Employer payment to supervisors, if authorized
The 35 percent markup consists of payment for all overhead costs related to labor but not
designated as costs of labor used in the direct performance of the work including:
1. Home office overhead
2. Field office overhead
3. Bond costs
4. Profit
5. Labor liability insurance
6. Other fixed or administrative costs that are not costs of labor used in the direct
performance of the work
9-1.03C Materials
Material payment is full compensation for materials you furnish and use in the work. The
Engineer determines the cost based on the material purchase price, including delivery charges,
except:
1. A 15 percent markup is added.
2. Supplier discounts are subtracted whether you took them or not.
3. If the Engineer believes the material purchase prices are excessive, the Department pays
the lowest current wholesale price for a similar material quantity.
4. If you procured the materials from a source you wholly or partially own, the determined
cost is based on the lower of the:
4.1. Price paid by the purchaser for similar materials from that source on Contract items
Book One- State Route 68 at San Benancio Road Intersection Improvements 108
CONTRACT NO. 10-111065
BIB]
40444-U01
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AT-U012
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D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
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ROUTE-U012
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STATE-U012
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NO.-U012
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PLANS-U012
SPECIFICATIONS;-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
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STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??u??4.2. Current wholesale price for those materials
5. If you do not submit a material cost record within 30 days of billing, the determined cost
is based on the lowest wholesale price:
5.1. During that period
5.2. In the quantities used
9-1.03D Equipment Rental
9-1.03D(1) General
Equipment rental payment is full compensation for:
1. Rental equipment costs, including moving rental equipment to and from the site of work
performed by change order using its own power.
2. Transport equipment costs for rental equipment that cannot be transported economically
using its own power. No payment is made during transport for the transported
equipment.
3. 15 percent markup.
If you want to return the equipment to a location other than its original location, the payment
to move the equipment must not exceed the cost of returning the equipment to its original
location. If you use the equipment for work other than work paid by force account, the
transportation cost is included in the other work.
Before moving or loading the equipment, obtain authorization for the equipment rental's
original location.
The Engineer determines rental costs:
1. Using rates in Labor Surcharge and Equipment Rental Rates:
1.1. By classifying equipment using manufacturer's ratings and manufacturer-approved
changes.
1.2. Current during the work paid by force account.
1.3. Regardless of equipment ownership; but the Department uses the rental document
rates or minimum rental cost terms if.
1.3.1. Rented from equipment business you do not own.
1.3.2. The Labor Surcharge and Equipment Rental Rates hourly rate is $10.00 per
hour or less.
2. Using rates established by the Engineer for equipment not listed in Labor Surcharge and
Equipment Rental Rates. You may submit cost information that helps the Engineer
establish the rental rate; but the Department uses the rental document rates or minimum
rental cost terms if:
2.1. Rented from equipment business you do not own.
2.2. The Engineer establishes a rate of $10.00 per hour or less.
3. Using rates for transport equipment not exceeding the hourly rates charged by established
haulers.
Book One- State Route 68 at San Benancio Road Intersection Improvements 109
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
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U02
CONTRACT-U02
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FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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MITIGATION-U07
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300-PUBLIC-U08
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7/19/2010-U011
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FINDINGS-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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REPORTING-U07
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
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INTERSECTION-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??v??Equipment rental rates include the cost of:
1. Fuel
2. Oil
3. Lubrication
4. Supplies
5. Small tools that are not consumed by use
6. Necessary attachments
7. Repairs and maintenance
8. Depreciation
9. Storage
10. Insurance
11. Incidentals
The Department pays for small tools consumed by use. The Engineer determines payment
for small tools consumed by use based on Contractor-submitted invoices.
9-1.03D(2) Equipment On the Job Site
For equipment on the job site at the time required to perform work paid by force account, the
time paid is the time:
1. To move the equipment to the location of work paid by force account plus an equal
amount of time to move the equipment to another location on the job site when the work
paid by force account is completed
2. To load and unload equipment
3. Equipment is operated to perform work paid by force account and:
3.1. Hourly rates are paid in 1/2-hour increments
3.2 Daily rates are paid in 1/2-day increments
When rented equipment on the job site is used to perform work at force account not required
by the original contract work, the Engineer may authorize rates in excess of those in Labor
Surcharge and Equipment Rental Rates if
1. You submit a request to use rented equipment
2. Equipment is not available from your owned equipment fleet or from your subcontractors
3. Rented equipment is from an independent rental company
4. Proposed equipment rental rate is reasonable
5. Engineer authorizes the equipment source and the rental rate before you use the
equipment
The Department pays for fuel consumed during operation of rented equipment not included
in the invoiced rental rate.
9-1.03D(3) Equipment Not On the Job Site Required for Original Contract Work
For equipment not on the job site at the time required to perform work paid by force account
and required for original Contract work, the time paid is the time the equipment is operated to
perform work paid by force account and the time to move the equipment to a location on the job
site when the work paid by force account is completed.
The minimum total time paid is:
Book One- State Route 68 at San Benancio Road Intersection Improvements 110
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??w??1. 1 day if daily rates are paid
2. 8 hours if hourly rates are paid
If daily rates are recorded, equipment:
1. Idled is paid as 1/2 day
2. Operated 4 hours or less is paid as 1/2 day
3. Operated 4 hours or more is paid as 1 day
If the minimum total time exceeds 8 hours and if hourly rates are listed, the Department
rounds up hours operated to the nearest 1/2-hour increment and pays based on the following
table. The table does not apply when equipment is not operated due to breakdowns; in which
case rental hours are the hours the equipment was operated.
Hours operated Hours aid
0.0 4.00
0.5 4.25
1.0 4.50
1.5 4.75
2.0 5.00
2.5 5.25
3.0 5.50
3.5 5.75
4.0 6.00
4.5 6.25
5.0 6.50
5.5 6.75
6.0 7.00
6.5 7.25
7.0 7.5
7.5 7.75
8.0 hours used
9-1.03D(4) Equipment Not On the Job Site Not Required for Original Contract
Work
For equipment not on the job site at the time required to perform work paid by force account
and not required for original Contract work, the time paid is the time:
1. To move the equipment to the location of work paid by force account plus an equal
amount of time to return the equipment to its source when the work paid by force account
is completed
2. To load and unload equipment
3. Equipment is operated to perform work paid by force account
For this equipment, the Engineer may authorize rates in excess of those in Labor Surcharge
and Equipment Rental Rates subject to the following:
1. Equipment is not available from your normal sources or from one of your subcontractors
2. Proposed equipment rental rate is reasonable
3. Engineer authorizes the equipment source and the rental rate before you use the
equipment
Equipment Rental Hours
Book One- State Route 68 at San Benancio Road Intersection Improvements 111
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??x??9-1.03D(5) Non-Owner-Operated Dump Truck Rental
Submit the rental rate for non-owner-operated dump truck rental. The Engineer determines
the payment rate. Payment for non-owner-operated dump truck rental is for the cost of renting a
dump truck, including its driver. For the purpose of markup payment only, the non-owner-
operated dump truck is rental equipment and the owner is a subcontractor.
9-1.04 EXTRA WORK PERFORMED BY SPECIALISTS
If the Engineer determines that you or your subcontractors are not capable of performing
specialty extra work, a specialist may be used. Itemize the labor, material, and equipment rental
costs unless it is not the special service industry's established practice to provide itemization; in
which case, the Engineer accepts current market-priced invoices for the work.
The Engineer may accept an invoice as a specialist billing for work performed at an off-job
site manufacturing plant or machine shop.
The Engineer determines the cost based on the specialist invoice price minus any available or
offered discounts plus a 10 percent markup.
9-1.05 CHANGED QUANTITY PAYMENT ADJUSTMENTS
9-1.05A General
The unit prices specified in Section 9-1.05 are adjusted under Section 9-1.03, Force
Account."
9-1.05B Increases of More Than 25 Percent
If the total bid item quantity exceeds 125 percent of the quantity shown on the verified Bid
Item List and if no approved Contract Change Order addresses payment for the quantity
exceeding 125 percent, the Engineer may adjust the unit price for the excess quantity under
Section 9-1.03, Force Account," or the following:
1. The adjustment is the difference between the unit price and the unit cost of the total item
pay quantity.
2. In determining the unit cost, the Engineer excludes the item's fixed costs. You have
recovered the fixed costs in the payment for 125 percent shown on the verified Bid Item
List.
3. After excluding fixed costs, the Engineer determines the item unit cost under Section 9-
1.03, Force Account."
If the payment for the number of units of a bid item in excess of 125 percent of the verified
Bid Item List is less than $5,000 at the unit price, the Engineer may not adjust the unit price
unless you request it.
9-1.05C Decreases of More Than 25 Percent
If the total item pay quantity is less than 75 percent of the quantity shown on the verified Bid
Item List and if no approved Contract Change Order addresses payment for the quantity less than
75 percent, you may request a unit price adjustment. The Engineer may adjust the unit price for
the decreased quantity under Section 9-1.03, Force Account" or the following:
1. The adjustment is the difference between the unit price and the unit cost of the total pay
quantity.
2. In determining the unit cost, the Engineer includes the item's fixed costs.
Book One- State Route 68 at San Benancio Road Intersection Improvements 112
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??y??3. After including fixed costs, the Engineer determines the item unit cost under Section 9-
1.03, Force Account."
The Department does not pay more than 75 percent of the item total in the verified Bid Item
List.
9-1.05D Eliminated Items
If the Engineer eliminates an item, the Department pays your costs incurred before the
Engineer's elimination notification date.
If you order authorized material for an eliminated item before the notification date and the
order cannot be canceled, either of the following occurs:
1. If the material is returnable to the vendor, the Engineer orders you to return the material
and the Department pays your handling costs and vendor charges.
2. The Department pays your cost for the material and its handling and becomes the
material owner.
The Engineer determines the payment for the eliminated bid item under Section 9-1.03,
Force Account."
9-1.06 WORK-CHARACTER CHANGES
The Department adjusts a bid item unit price based on the difference between the cost to
perform the work as planned and the cost to perform the work as changed. The Engineer
determines the payment adjustment under Section 9-1.03, Force Account." The Department
adjusts payment for only the work portion that changed in character.
9-1.07 PROGRESS PAYMENTS
9-1.07A General
The Department pays you based on Engineer-prepared monthly progress estimates. Each
estimate reflects:
1. Total work completed during the pay period
2. Extra work bills if:
2.1. Submitted by the 15th of a month
2.2. Approved by the 20th of a month
3. Amount for materials on hand
4. Amount earned for mobilization
5. Deductions
6. Withholds
7. Resolved potential claims
8. Payment adjustments
Submit certification stating the work complies with the QC procedures. The Engineer does
not process a progress estimate without a signed certification.
You may protest a progress payment.
9-1.07B Schedule of Values
Section 9-1.07B applies to a lump sum bid item for which a schedule of values is specified to
be submitted.
Book One- State Route 68 at San Benancio Road Intersection Improvements 113
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
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ROUTE-U012
68-U012
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68-U012
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STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??z??The sum of the amounts for the work units listed in the schedule of values must equal the
lump sum price bid for the bid item.
Obtain authorization of a schedule of values before you perform work shown on the
schedule. The Department does not process a progress payment for the bid item without an
authorized schedule of values.
Accept progress payments for overhead, profit, bond costs, and other fixed or administrative
costs as distributed proportionally among the items listed except that for a contract with a bid
item for mobilization, accept progress payments for bond costs as included in the mobilization
bid item.
For changed quantities of the work units listed, the Department adjusts payments in the same
manner as specified for changed quantities of bid items under Section 9-1.05, Changed Quantity
Payment Adjustments."
9-1.07C Materials On Hand
A material on hand but not incorporated into the work is eligible for progress payment if:
1. Listed in a special provision as eligible and is in compliance with other Contract parts
2. Purchased
3. An invoice is submitted
4. Stored within the State and you submit evidence that the stored material is subject to the
Department's control
5. Requested on the Department-furnished form
9-1.07D Mobilization
Mobilization is eligible for partial payments if the Contract includes a bid item for
mobilization. The Department makes the partial payments under Pub Cont Code 10264. If the
Contract does not include a mobilization bid item, mobilization is included in the payment for
the various bid items.
The Department pays the item total for mobilization in excess of 10 percent of the total bid in
the 1st payment after Contract acceptance.
9-1.07E Withholds
9-1.07E(1) General
The Department may withhold payment for noncompliance.
The Department returns the noncompliance withhold in the progress payment following
correction of noncompliance.
Withholds are not retentions under Pub Cont Code 7107 and do not accrue interest under
Pub Cont Code 10261.5.
Withholds are cumulative and independent of deductions.
Section 9-1.07E does not include all withholds that may be taken; the Department may
withhold other payments as specified.
9-1.07E(2) Progress Withholds
The Department withholds 10 percent of a partial payment for noncompliant progress.
Noncompliant progress occurs when:
1. Total days to date exceed 75 percent of the revised Contract working days
2. Percent of working days elapsed exceeds the percent of value of work completed by more
than 15 percent
Book One- State Route 68 at San Benancio Road Intersection Improvements 114
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??{??The Engineer determines the percent of working days elapsed by dividing the total days to
date by the revised Contract working days and converting the quotient to a percentage.
The Engineer determines the percent of value of work completed by summing payments
made to date and the amount due on the current progress estimate, dividing this sum by the
current total estimated value of the work, and converting the quotient to a percentage. These
amounts are shown on the Progress Payment Voucher.
When the percent of working days elapsed minus the percent of value of work completed is
less than or equal to 15 percent, the Department returns the withhold in the next progress
payment.
9-1.07E(3) Performance Failure Withholds
During each estimate period you fail to comply with a Contract part, including submittal of a
document as specified, the Department withholds a part of the progress payment. The
documents include QC plans, schedules, traffic control plans, and water pollution control
submittals.
For 1 performance failure, the Department withholds 25 percent of the progress payment but
does not withhold more than 10 percent of the total bid.
For multiple performance failures, the Department withholds 100 percent of the progress
payment but does not withhold more than 10 percent of the total bid.
9-1.07E(4) Stop Notice Withholds
The Department may withhold payments to cover claims filed under Civ Code 3179 et seq.
Stop notice information may be obtained from the Office of External Accounts Payable,
Division of Accounting.
9-1.07E(5) Penalty Withholds
Penalties include fines and damages that are proposed, assessed, or levied against you or the
Department by a governmental agency or private lawsuit. Penalties are also payments made or
costs incurred in settling alleged violations of federal, state, or local laws, regulations,
requirements, or PLACs. The cost incurred may include the amount spent for mitigation or
correcting a violation.
If you or the Department is assessed a penalty, the Department may withhold the penalty
amount until the penalty disposition has been resolved. The Department may withhold penalty
funds without notifying you.
Instead of the withhold, you may provide a bond equal to the highest estimated liability for
any disputed penalties proposed.
9-1.07E(6)-9-1.07E(10) Reserved
9-1.07F Retentions
The Department does not retain moneys from progress payments due to the Contractor for
work performed Pub Cont Code 7202).
9-1.07G-9-1.07K Reserved
9-1.08 PAYMENT AFTER CONTRACT ACCEPTANCE
9-1.08A General
Reserved
Book One- State Route 68 at San Benancio Road Intersection Improvements 115
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??|??9-1.08B Payment Before Final Estimate
After Contract acceptance, the Department pays you based on the Engineer-prepared estimate
that includes withholds and the balance due after deduction of previous payments.
9-1.08C Proposed Final Estimate
The Engineer estimates the amount of work completed and shows the amount payable in a
proposed final estimate based on:
1. Contract items
2. Payment adjustments
3. Work paid by force account or agreed price
4. Extra work
5. Deductions
Submit either a written final estimate acceptance or a claim statement no later than the 30th
day after receiving the proposed final estimate. Evidence of the Contractor's receipt of the final
estimate and the Engineer's receipt of the Contractor's written acceptance or claim statement is a
delivery service's proof of delivery or Engineer's written receipt if hand delivered.
If you claim that the final estimate is less than 90 percent of your total bid, the Department
adjusts the final payment to cover your overhead. The adjustment is 10 percent of the difference
between the total bid and the final estimate. The Department does not make this adjustment on a
terminated contract.
9-1.08D Final Payment and Claims
9-1.08D(1) General
If you accept the proposed final estimate or do not submit a claim statement within 30 days
of receiving the estimate, the Engineer furnishes the final estimate to you and the Department
pays the amount due within 30 days. This final estimate and payment is conclusive except as
specified in Sections 5-1.015, Records," 6-1.075, Guarantee," and 9-1.09, Clerical Errors."
If you submit a claim statement within 30 days of receiving the Engineer's proposed final
estimate, the Engineer furnishes a semifinal estimate to the Contractor and the Department pays
the amount due within 30 days. The semifinal estimate is conclusive as to the amount of work
completed and the amount payable except as affected by the claims or as specified in Sections 5-
1.015, Records," 6-1.075, Guarantee," and 9-1.09, Clerical Errors."
9-1.08D(2) Claim Statement
9-1.08D(2)(a) General
For each claim, submit a claim statement showing only the identification number that
corresponds to the Full and Final Potential Claim Record and the final amount of additional
payment requested except:
1. If the final amount of requested payment differs from the amount requested in the Full
and Final Potential Claim Record
2. For a claim for quantities, withholds, deductions, liquidated damages, or change order
bills
3. For an overhead claim
Book One- State Route 68 at San Benancio Road Intersection Improvements 116
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??}??If the final amount of requested payment differs from the amount requested in the Full and
Final Potential Claim Record, submit:
1. Identification number that corresponds to the Full and Final Potential Claim Record
2. Final amount of additional payment requested
3. Basis for the changed amount
4. Contract documentation that supports the changed amount
5. Statement of the reasons the Contract documentation supports the claim
The Engineer notifies you of an omission of or a disparity in the exclusive identification
number. Within 15 days of the notification, correct the omission or disparity. If the omission or
disparity is not resolved after the 15 days, the Engineer assigns a new number.
For a claim for quantities, withholds, deductions, or change order bills submit:
1. Final amount of additional payment requested
2. Enough detail to enable the Engineer to determine the basis and amounts of the additional
payment requested
9-1.08D(2)(b) Overhead Claims
Include with an overhead claim:
1. Final amount of additional payment requested
2. Independent CPA audit report
Failure to submit the audit report with an overhead claim with the claim statement is a waiver
of the overhead claim and operates as a bar to arbitration on the claim Pub Cont Code
10240.2).
The Department deducts an amount for field and home office overhead paid on added work
from any claim for overhead. The value of the added work equals the value of the work
completed minus the total bid. The home office overhead deduction equals 5 percent of the
added work. The field office overhead deduction equals 5-1/2 percent of the added work.
If you intend to pursue a claim for reimbursement for field or home office overhead beyond
that provided expressly by the Contract:
1. Notify the Engineer within 30 days of receipt of the proposed final estimate of your intent
to seek reimbursement for specific overhead costs beyond that provided by the Contract
2. Specifically identify each claim and each date associated with each claim from which you
seek reimbursement for specific overhead costs beyond that provided by the Contract
3. Timely submit all other claims
4. Within 30 days of receipt of the proposed final estimate, submit an audit report prepared
by an independent CPA
4.1. The audit report must show calculations with supporting documentation of actual
home office and project field overhead costs
4.2. The calculations must specify the actual daily rates for both field and home office
overhead for the entire duration of the project expressed as a rate per working day
4.3. The start and end dates of the actual project performance period, number of
working days, overhead cost pools, and all allocation bases must be disclosed in the
calculations of your actual field and home office overhead daily rates
4.4. Neither daily rate may include a markup for profit
Book One- State Route 68 at San Benancio Road Intersection Improvements 117
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??~??5. Field overhead costs from which the daily rate is calculated must be:
5.1. Allowable under 48 CFR 31
5.2. Supported by reliable records
5.3. Related solely to the project
5.4. Incurred during the actual project performance period
5.5. Comprised of only time-related field overhead costs
5.6. Not a direct cost
6. Home office overhead costs from which the daily rate is calculated must be:
6.1. Allowable under 48 CFR 31
6.2. Supported by reliable records
6.3. Incurred during the actual project performance period
6.4. Comprised of only fixed home office overhead costs
6.5. Not a direct cost
The actual rate of time-related overhead is subject to authorization by the Engineer.
The CPA's audit must be performed under the Attestation Standards published by the
American Institute of Certified Public Accountants. The CPA's audit report must express an
opinion whether or not your calculations of your actual field and home office overhead daily
rates comply with Section 9-1.08D(2)(b), Overhead Claims." The attest documentation
prepared by the CPA in connection with the audit must be reproduced and submitted for review
with the audit report.
The Department provides markups for all work paid by force account. Overhead for field
and home office costs are included in the markups. Overhead claims in excess of Contract
markups are not allowed under the Contract. If you seek reimbursement for costs not allowed
under the Contract, the Department does not pay your cost of performing the independent CPA
examination specified in section 9-1.08D(2)(b), Overhead Claims," including preparation of the
audit report.
9-1.08D(2)(c) Declaration
Submit a declaration that includes the following language with the claim statement:
I declare under penalty of perjury, according to the laws of the State of California, that
the foregoing claims, with specific reference to the California False Claims Act Govt
Code 12650 et seq.) and to the extent the project contains federal funding, the U.S.
False Claims Act 31 USC 3729 et seq.), are true and correct, and that this declaration
was signed on date) 20_ at California.
9-1.08D(2)(d) Waiver
A claim is waived if:
1. Claim does not have a corresponding Full and Final Potential Claim Record identification
number
2. Claim does not have the same nature, circumstances, and basis of claim as the
corresponding Full and Final Potential Claim Record
3. Claim is not included in the claim statement
4. You do not comply with the claim procedures
Book One- State Route 68 at San Benancio Road Intersection Improvements 118
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????5. You do not submit the declaration specified in 9-1.08D(2)(c), Declaration"
9-1.08D(3) Final Determination of Claims
Failure to allow timely access to claim supporting data when requested waives the claim.
The Department's costs in reviewing or auditing a claim not supported by the Contractor's
accounting or other records are damages incurred by the State within the meaning of the
California False Claims Act.
If the Engineer determines that a claim requires additional analysis, the Engineer schedules a
board of review meeting. Meet with the board of review and make a presentation supporting the
claim.
After claim review completion by the Engineer or board of review, the Department makes
the final determination of claims and furnishes it to the Contractor.
After the determination, the Engineer furnishes a final estimate to the Contractor and the
Department pays the amount due within 30 days. The final estimate is conclusive as to the
amount of work completed and the amount payable except as specified in Sections 5-1.015,
Records," 6-1.075, Guarantee," and 9-1.09, Clerical Errors."
The Contractor's failure to comply with the claim procedures is a bar to arbitration under Pub
Cont Code 10240.2.
9-1.09 CLERICAL ERRORS
For 3 years after Contract acceptance, estimates and payments are open to correction and
adjustment for clerical errors. Either the Department or the Contractor pays to the other the
amount due except for clerical errors resulting in an adjustment less than $200; in which case, no
payment is made.
9-1.10 ARBITRATION
Pub Cont Code 10240 through 10240.13 provides for the resolution of contract claims by
arbitration.
Start arbitration by filing a complaint with the Office of Administrative Hearings in
Sacramento 1 CA Code Regs 1350). File the arbitration complaint no later than 90 days after
receiving the Department's final written decision on a claim Pub Cont Code 10240.1).
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 10 DUST CONTROL
Issued 02-06-09)
Replace Section 10 with:
SECTION 10 BLANK)
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
Book One- State Route 68 at San Benancio Road Intersection Improvements 119
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???SECTION 11 MOBILIZATION
Issued 06-05-09)
Replace Section 11 with:
SECTION 11 BLANK)
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 12 CONSTRUCTION AREA TRAFFIC CONTROL DEVICES
Issued 11-07-08)
In Section 12-1.01 in the 2nd paragraph, replace the 1st sentence with:
Attention is directed to Part 6 of the California MUTCD.
Replace Section 12-2.01 with:
12-2.01 FLAGGERS
Flaggers while on duty and assigned to traffic control or to give warning to the public that the
highway is under construction and of any dangerous conditions to be encountered as a result
thereof, shall perform their duties and shall be provided with the necessary equipment in
conformance with Part 6 of the California MUTCD. The equipment shall be furnished and kept
clean and in good repair by the Contractor at the Contractor's expense.
All flaggers shall wear safety apparel meeting the requirements of ANSI/ISEA 107-2004 for
Class 2 or 3 garment and complying with 71 Fed Reg 67792.
In Section 12-3.01 replace the 1st paragraph with:
In addition to the requirements in Part 6 of the California MUTCD, all devices used by the
Contractor in the performance of the work shall conform to the provisions in this Section 12-3.
In Section 12-3.06 in the 1st paragraph, replace the 2nd sentence with:
Construction area signs are shown in or referred to in Part 6 of the California MUTCD.
In Section 12-3.06 in the 4th paragraph, replace the 1st sentence with:
All construction area signs shall conform to the dimensions, color and legend requirements of
the plans, Part 6 of the California MUTCD and these specifications.
In Section 12-3.06 in the 8th paragraph, replace the 1st sentence with:
Used signs with the specified sheeting material will be considered satisfactory if they
conform to the requirements for visibility and legibility and the colors conform to the
requirements in Part 6 of the California MUTCD.
Book One- State Route 68 at San Benancio Road Intersection Improvements 120
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
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APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
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HEARING-U07
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TO-U07
MITIGATION-U07
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7/19/2010-U011
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INTERSECTION-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
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ADOPTING-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
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STATE-U012
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05-0H8220,-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 14 BLANK)
Issued 06-05-09)
Replace Section 14 with:
SECTION 14 ENVIRONMENTAL STEWARDSHIP
14-1 GENERAL
14-1.01 GENERAL
Environmental stewardship includes both environmental compliance and environmental
resource management.
If an ESA is shown on the plans:
1. The boundaries shown are approximate; the Department marks the exact boundaries on
the ground
2. Do not enter the ESA unless authorized
3. If the ESA is breached, immediately:
3.1. Secure the area and stop all operations within 60 feet of the ESA boundary
3.2. Notify the Engineer
4. If the ESA is damaged, the Department determines what efforts are necessary to remedy
the damage and who performs the remedy; you are responsible for remedies and charges.
14-2 CULTURAL RESOURCES
14-2.01 GENERAL
Reserved
14-2.02 ARCHAEOLOGICAL RESOURCES
If archaeological resources are discovered at the job site, do not disturb the resources and
immediately:
1. Stop all work within a 60-foot radius of the discovery
2. Protect the discovery area
3. Notify the Engineer
The Department investigates. Do not take archaeological resources from the job site. Do not
resume work within the discovery area until authorized.
If, in the opinion of the Engineer, completion of the work is delayed or interfered with by
reason of an archaeological find, or investigation or recovery of archeological materials, you will
be compensated for resulting losses, and an extension of time will be granted, in the same
manner as provided for in Section 8-1.09, Right of Way Delays."
If ordered, furnish resources to assist in the investigation or recovery of archaeological
resources. This work will be paid for as extra work as specified in Section 4-1.03D, Extra
Work."
14-2.03 ARCHAEOLOGICAL MONITORING AREA
Section 14-2.03 applies if an AMA is described in the Contract.
Book One- State Route 68 at San Benancio Road Intersection Improvements 121
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
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STATE-U012
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68-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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APPROVED-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BY-U012
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
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STATE-U012
ROUTE-U012
68-U012
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C.-U012
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ROUTE-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The Department assigns an archaeological monitor to monitor job site activities within the
AMA. Do not work within the AMA unless the archeological monitor is present.
The Engineer and the Department archaeological monitor conduct an AMA location field
review with you at least 5 business days before start of work. The Department marks the exact
boundaries of the AMA on the ground.
If temporary fence Type ESA) for an AMA is described in the Contract, install temporary
fence Type ESA) to define the boundaries of the AMA during the AMA location field review.
At least 5 business days before starting work within an AMA, submit a schedule of days and
hours to be worked for the Engineer's approval. If you require changes in the schedule, submit
an update for the Engineer's approval at least 5 business days before any changed work day.
If archaeological resources are discovered within an AMA, comply with Section 14-2.02,
Archaeological Resources."
14-2.04 HISTORIC STRUCTURES
Reserved
14-3 COMMUNITY IMPACTS AND ENVIRONMENTAL JUSTICE
Reserved
Reserved
Reserved
14-6.01 GENERAL
Reserved
14-4 NATIVE AMERICAN CONCERNS
14-5 AESTHETICS
14-6 BIOLOGICAL RESOURCES
14-6.02 BIRD PROTECTION
Protect migratory and nongame birds, their occupied nests, and their eggs.
The Department anticipates nesting or attempted nesting from February 15 to September 1.
The federal Migratory Bird Treaty Act, 16 USC 703-711, and 50 CFR Pt 10 and Fish &
Game Code 3503, 3513, and 3800 protect migratory and nongame birds, their occupied nests,
and their eggs.
The federal Endangered Species Act of 1973, 16 USC 1531 and 1543, and the California
Endangered Species Act, Fish & Game Code 2050-2115.5, prohibit the take of listed species
and protect occupied and unoccupied nests of threatened and endangered bird species.
The Bald and Golden Eagle Protection Act, 16 USC 668, prohibits the destruction of bald
and golden eagles and their occupied and unoccupied nests.
If migratory or nongame bird nests are discovered that may be adversely affected by
construction activities or an injured or killed bird is found, immediately:
1. Stop all work within a 100-foot radius of the discovery.
2. Notify the Engineer.
The Department investigates. Do not resume work within the specified radius of the
discovery until authorized.
Book One- State Route 68 at San Benancio Road Intersection Improvements 122
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
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ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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TO-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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PROVISIONS-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
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E.-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
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68-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???When ordered, use exclusion devices, take nesting prevention measures, remove and dispose
of partially constructed and unoccupied nests of migratory or nongame birds on a regular basis to
prevent their occupation, or perform any combination of these. This work will be paid for as
extra work as specified in Section 4-1.03D, Extra Work."
Prevent nest materials from falling into waterways.
Bird protection that causes a delay to the controlling activity is a condition unfavorable to the
suitable prosecution of work as specified in Section 8-1.05, Temporary Suspension of Work."
14-7 PALEONTOLOGICAL RESOURCES
If paleontological resources are discovered at the job site, do not disturb the material and
immediately:
1. Stop all work within a 60-foot radius of the discovery
2. Protect the area
3. Notify the Engineer
The Department investigates and modifies the dimensions of the protected area if necessary.
Do not take paleontological resources from the job site. Do not resume work within the
specified radius of the discovery until authorized.
14-8 NOISE AND VIBRATION
14-8.01 GENERAL
Reserved
14-8.02 NOISE CONTROL
Do not exceed 86 dBa at 50 feet from the job site activities from 9 p.m. to 6 a.m.
Equip an internal combustion engine with the manufacturer-recommended muffler. Do not
operate an internal combustion engine on the job site without the appropriate muffler.
14-9 AIR QUALITY
14-9.01 AIR POLLUTION CONTROL
Comply with air pollution control rules, regulations, ordinances, and statutes that apply to
work performed under the Contract, including air pollution control rules, regulations, ordinances,
and statutes provided in Govt Code 11017 Pub Cont Code 10231).
Do not burn material to be disposed of.
14-9.02 DUST CONTROL
Prevent and alleviate dust by applying water, dust palliative, or both under Section 14-9.01.
Apply water under Section 17, Watering."
Apply dust palliative under Section 18,"Dust Palliative."
If ordered, apply water, dust palliative, or both to control dust caused by public traffic. This
work will be paid for as extra work as specified in Section 4-1.03D, Extra Work."
14-10 SOLID WASTE DISPOSAL AND RECYCLING
14-10.01 SOLID WASTE DISPOSAL AND RECYCLING
Submit an annual Solid Waste Disposal and Recycling Report between January 1 and 15 for
each year work is performed under the Contract at any time during the previous calendar year.
Book One- State Route 68 at San Benancio Road Intersection Improvements 123
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
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68-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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C.-U012
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STATE-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
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WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Show the types and amounts of project-generated solid waste taken to or diverted from landfills
or reused on the project from January 1 through December 31 of the previous calendar year.
Submit a final annual Solid Waste Disposal and Recycling Report within 5 business days
after Contract acceptance. Show the types and amounts of project-generated solid waste taken to
or diverted from landfills or reused on the project from January 1 to Contract acceptance.
For each failure to submit a completed form, the Department withholds $10,000.
14-11 HAZARDOUS WASTE AND CONTAMINATION
14-11.01 GENERAL
Reserved
14-11.02 ASBESTOS AND HAZARDOUS SUBSTANCES
Upon discovery, immediately stop working in and notify the Engineer of areas where
asbestos or a hazardous substance is present if the:
1. Contractor reasonably believes the substance is asbestos as defined in Labor Code
6501.7 or a hazardous substance as defined in Health & Safety Code 25316 and 25317
2. Presence is not described in the Contract
3. Substance has not been made harmless
14-12 OTHER INTERAGENCY RELATIONS
Reserved
14-13 PAYMENT
Payment for work specified in Section 14 is included in the payment for the bid items
involved unless:
1. Bid item for the work is shown in the verified Bid Item List
2. Work is specified as paid for as extra work
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 15 EXISTING HIGHWAY FACILITIES
Issued 05-01-09)
In Section 15-1.02 replace the 1st paragraph with:
Existing facilities which are to remain in place shall be protected in conformance with the
provisions in Sections 5-1.18, Property and Facility Preservation," and 7-1.12, Indemnification
and Insurance."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 19 EARTHWORK
Issued 11-21-08)
Book One- State Route 68 at San Benancio Road Intersection Improvements 124
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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MG89556-U03
AS89575-U03
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AI93754-U03
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C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
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7/19/2010-U011
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JANUARY-U012
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OF-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
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U02
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VERONICA-U09
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7/19/2010-U011
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68-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS-U012
BY-U012
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B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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PROGRAM-U012
STATE-U012
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AT-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Replace Section 19-1.02 with:
19-1.02 BLANK)
Replace Section 19-1.03 with:
19-1.03 GRADE TOLERANCE
Immediately prior to placing subsequent layers of material thereon, the grading plane shall
conform to one of the following:
A. When hot mix asphalt is to be placed on the grading plane, the grading plane at any point
shall not vary more than 0.05 foot above or below the grade established by the Engineer.
B. When subbase or base material to be placed on the grading plane is to be paid for by the
ton, the grading plane at any point shall not vary more than 0.10 foot above or below the
grade established by the Engineer.
C. When the material to be placed on the grading plane is to be paid for by the cubic yard,
the grading plane at any point shall be not more than 0.05 foot above the grade
established by the Engineer.
In Section 19-3.025C replace the 1st paragraph with:
Cementitious material used in soil cement bedding shall conform to the provisions in Section
90-2.01, Cementitious Materials." Supplementary cementitious material will not be required.
In Section 19-3.025C replace the 4th paragraph with:
The aggregate, cementitious material, and water shall be proportioned either by weight or by
volume. Soil cement bedding shall contain not less than 282 pounds of cementitious material per
cubic yard. The water content shall be sufficient to produce a fluid, workable mix that will flow
and can be pumped without segregation of the aggregate while being placed.
In Section 19-3.062 replace the 1st paragraph with:
Slurry cement backfill shall consist of a fluid, workable mixture of aggregate, cementitious
material, and water.
In Section 19-3.062 replace the 5th paragraph with:
Cementitious material shall conform to the provisions in Section 90-2.01, Cementitious
Materials." Supplementary cementitious material will not be required.
In Section 19-3.062 replace the 8th paragraph with:
The aggregate, cementitious material, and water shall be proportioned either by weight or by
volume. Slurry cement backfill shall contain not less than 188 pounds of cementitious material
per cubic yard. The water content shall be sufficient to produce a fluid, workable mix that will
flow and can be pumped without segregation of the aggregate while being placed.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
Book One- State Route 68 at San Benancio Road Intersection Improvements 125
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???SECTION 20 EROSION CONTROL AND HIGHWAY PLANTING
Issued 08-17-07)
Replace Section 20-2.03 with:
20-2.03 SOIL AMENDMENT
Soil amendment shall comply with the requirements in the California Food and Agricultural
Code.
Soil amendment producers shall comply with the following:
1. Be fully permitted to produce compost as specified under the California Integrated Waste
Management Board, Local Enforcement Agencies and any other State and Local
Agencies that regulate Solid Waste Facilities. If exempt from State permitting
requirements, the composting facility must certify that it follows guidelines and
procedures for production of compost meeting the environmental health standards of
Title 14, California Code of Regulations, Division 7, Chapter 3.1, Article 7.
2. Be a participant in United States Composting Council's Seal of Testing Assurance
program.
Soil amendment shall be composted and may be derived from any single, or mixture of any
of the following feedstock materials:
1. Green material consisting of chipped, shredded, or ground vegetation; or clean processed
recycled wood products
2. Biosolids
3. Manure
4. Mixed food waste
Soil amendment feedstock materials shall be composted to reduce weed seeds, pathogens and
deleterious materials as specified under Title 14, California Code of Regulations, Division 7,
Chapter 3.1, Article 7, Section 17868.3.
Soil amendment shall not be derived from mixed municipal solid waste and must be
reasonably free of visible contaminates. Soil amendment must not contain paint, petroleum
products, pesticides or any other chemical residues harmful to animal life or plant growth. Soil
amendment must not possess objectionable odors.
Metal concentrations in soil amendment must not exceed the maximum metal concentrations
listed in Title 14, California Code of Regulations, Division 7, Chapter 3.1, Section 17868.2.
Soil amendment must comply with the following:
Book One- State Route 68 at San Benancio Road Intersection Improvements 126
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
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PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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MITIGATION-U012
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B.-U012
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A-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
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ROUTE-U012
68-U012
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C.-U012
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68-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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IMPROVEMENTS;-U012
C.-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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TO-U012
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E.-U012
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OF-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Property Test Method Requirement
pH *TMECC 04.1 1-A, Elastometric pH 1:5 Slurry 6.0-8.0
Method, pH Units
Soluble Salts TMECC 04.10-A, Electrical Conductivity 1:5 Slurry 0-10.0
Method dS/m mmhos/cm)
Moisture Content TMECC 03.09-A, Total Solids & Moisture at 70+/- 5 30-60
deg C, % Wet Weight Basis
Organic Matter TMECC 05.07-A, Loss-On-Ignition Organic Matter 30-65
Content Method LOI), % Dry Weight Basis
Maturity TMECC 05.05-A, Germination and Vigor
Seed Emergence 80 or Above
Seedling Vigor 80 or Above
% Relative to Positive Control
Stability TMECC 05.08-B, Carbon Dioxide Evolution Rate 8 or below
m CO2-C/g OM per day
Particle Size TMECC 02.02-B Sample Sieving for Aggregate Size 95% Passing 5/8 inch
Classification % Dry Weight Basis 70% Passing 3/8 inch
Pathogen TMECC 07.01-B, Fecal Coliform Bacteria 1000
MPN/gram dry wt. Pass
Pathogen TMECC 07.01-B, Salmonella 3 MPN/4 grams dry
wt. Pass
Physical TMECC 02.02-C, Man Made Inert Removal and
Contaminants Classification:
Plastic, Glass and Metal, % 4mm fraction Combined Total: 1.0
Physical TMECC 02.02-C, Man Made Inert Removal and
Contaminants Classification:
Sharps Sewing needles, straight pins and hypodermic None Detected
needles), % 4mm fraction
United States Department of Agriculture and the United States Compost Council USCC).
*TMECC refers to Test Methods for the Examination of Composting and Compost," published by the
Prior to application, the Contractor shall provide the Engineer with a copy of the soil
amendment producer's Compost Technical Data Sheet and a copy of the compost producers STA
certification. The Compost Technical Data Sheet shall include laboratory analytical test results,
directions for product use, and a list of product ingredients.
Prior to application, the Contractor shall provide the Engineer with a Certificate of
Compliance in conformance with the provisions in Section 6-1.07, Certificates of Compliance,"
of the Standard Specifications.
In Section 20-2.10 delete the 8th, 9th, and 10th paragraphs.
In Section 20-3.04A delete the last paragraph.
Replace Section 20-4.055 with:
20-4.055 PRUNING
Pruning of plants shall be consistent with American National Standards Institute ANSI),
Tree, Shrub and Other Woody Plant Maintenance Standard Practices," ANSI 300 Part 1)-2001
and Best Management Practices Tree Pruning," 2002 ISBN 1-881956318), published by the
International Society of Arboriculture, P.O. Boc 3129, Champaign, IL 61826.
Physical/Chemical Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 127
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
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OF-U012
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TO-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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CONDUCT-U07
A-U07
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HEARING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
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ADOPTING-U012
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MONITORING-U012
REPORTING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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ADVERTISE-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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CONDUCT-U07
A-U07
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FERNANDEZV-U10
7/19/2010-U011
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OR-U012
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ADOPTING-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
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PROGRAM-U012
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INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 24 LIME STABILIZATION
Issued 06-05-09)
Replace Section 24 with:
SECTION 24 LIME STABILIZED SOIL
24-1.01 GENERAL
24-1.01A Summary
Section 24 includes specifications for stabilizing soil by mixing lime and water with soil and
compacting the mixture to the specified dimensions.
24-1.01B Definitions
lime: Quicklime made from high-calcium or dolomitic sources specified under ASTM C 51.
For high-calcium quicklime, the calcium oxide content must be greater than 90 percent.
For dolomitic quicklime, the calcium oxide content must be greater than 55 percent and
the combined calcium oxide and magnesium oxide content must be greater than 90
percent,
mellowing period: The time between the initial and final mixing to promote initial chemical
reactions between lime, water, and soil.
24-1.01C Submittals
From 30 to 180 days before use, submit one 10-pound sample of each lime product proposed
and from each source.
Submit lime samples in airtight containers under ASTM C 50. Mark the sample date on the
container. Include the MSDS and chemical and physical analysis with the submittal.
With the lime samples, submit a Certificate of Compliance from the pre-qualified lime
source under Section 6-1.07, Certificates of Compliance," with a statement certifying the
lime furnished is the same as that pre-qualified.
Fifteen days before starting soil stabilization activities, submit for the Engineer's approval a
laboratory to perform quality control tests. The laboratory must be qualified under the
Department's Independent Assurance Program.
Before you apply lime in slurry form, submit the slurry's lime content for Engineer's approval
25 days before application.
Before performing quality control sampling and testing, submit the time and location the
sampling and testing will occur. Submit quality control testing results within 24 hours of
receiving the results.
Submit a weighmaster certificate or bill of lading with each load of lime delivered to the
jobsite.
24-1.01D Quality Control and Assurance
General
Perform quality control testing in the presence of the Engineer.
Place unique, sequentially numbered lock seals on each load and affix them to trailer blow
down valves that are locked open. The bill of lading for each lime delivery must have that
specific lock seal number legibly and visibly imprinted.
Book One- State Route 68 at San Benancio Road Intersection Improvements 128
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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A-U012
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NO.-U012
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10-111065;-U012
D.-U012
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OF-U012
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E.-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
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EFFECTIVE-U012
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B.-U012
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APPROPRIATE-U012
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68-U012
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OF-U012
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DIRECTOR-U012
OF-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
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BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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STATE-U012
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
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TO-U012
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IN-U012
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ON-U012
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17,-U012
2011-U012
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24,-U012
2011,-U012
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PASSAGE-U012
OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The Engineer samples each lime delivery truck at the job site and randomly tests them off-
site.
Pre-qualification of Lime Sources
Lime sources must be listed on the Department's pre-qualified products list. The list is
available at the METS web site.
The pre-qualified list for lime sources describes the application procedures for inclusion
on the list.
Preparing Soil
After you prepare an area for lime soil stabilization, test the soil to be stabilized every 500
cubic yards for relative compaction under California Test 231 and moisture content under
California Test 226, and verify the surface grades.
Applying Lime
The Engineer determines the final application rate for each lime product proposed from the
samples submitted. If the soil being stabilized changes, the Engineer changes the application
rate. Based on California Test 373, the Engineer reports the application rates as the percent of
lime by dry weight of soil. The Engineer provides the optimum moisture content determined
under California Test 373 for each application rate.
Before applying lime, measure the temperature at the ground surface.
If lime in dry form is used, the Engineer verifies the application rate using the drop pan
method once per 40,000 square feet stabilized, or twice per day, whichever is greater.
If lime in slurry form is used, report the quantity of slurry placed by measuring the volume of
slurry in the holding tank once per 40,000 square feet stabilized, or twice per day, whichever is
greater.
Mixing
For each day of initial mixing, test the moisture content. Sample the material immediately
after initial mixing.
Randomly test the adequacy of the final mixing with a phenolphthalein indicator solution.
During mixing operations, measure the ground temperature at full mixing depth.
After mixing and before compacting, determine maximum density under California Test 216
from composite samples of the mixed material and at each distinct change in material. Test the
moisture content of the mixed material under California Test 226. Test the gradation for
compliance with Materials."
Compaction
Test relative compaction on a wet weight basis.
After initial compaction, determine in-place density under California Test 231 and moisture
content under California Test 226 at the same locations. The testing frequency must be 1 test per
250 cubic yards of lime stabilized soil. Test in 0.50-foot depth intervals.
Before requesting to compact material in layers greater than 0.50 foot, construct a test strip in
the production area and demonstrate the test strip passes compaction tests using the proposed
thickness. The test strip must contain no more material than 1 day's production. The Engineer
tests at not more than 0.50-foot depth intervals regardless of the thickness of your layers.
Construct test pads by scraping away material to the depth ordered by the Engineer. If a
compaction test fails corrective action must include the layers of material already placed above
the test pad elevation.
Book One- State Route 68 at San Benancio Road Intersection Improvements 129
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Finish Grading
Do not proceed with construction activities for subsequent layers of material until the
Engineer verifies the final grades of the lime stabilized soil.
Dispute Resolution
You and the Engineer must work together to avoid potential conflicts and to resolve disputes
regarding test result discrepancies. Notify the Engineer within 5 days of receiving a test result if
you dispute the test result.
If you or the Engineer dispute each other's test results, submit written quality control test
results and copies of paperwork including worksheets used to determine the disputed test results
to the Engineer. An Independent Third Party ITP) performs referee testing. Before the ITP
participates in a dispute resolution, the ITP must be accredited under the Department's
Independent Assurance Program. The ITP must be independent of the project. By mutual
agreement, the ITP is chosen from:
1. A Department laboratory
2. A Department laboratory in a district or region not in the district or region the project is
located
3. The Transportation Laboratory
4. A laboratory not currently employed by you or your lime producer
If split quality control or acceptance samples are not available, the ITP uses any available
material representing the disputed material for evaluation.
24-1.02 MATERIALS
24-1.02A Lime
Lime must comply with ASTM C 977 and the following:
Lime
Quality ASTM Specification
Characteristic
Available C 25a High Calcium
Calcium and Quicklime:
Magnesium CaO 90
Oxide(min., %) Dolomitic
Quicklime:
CaO 55 and
CaO+M O>90
Loss on ignition C 25 7 total loss)
max., %) 5 carbon dioxide)
2 free moisture)
Slaking rate C 110 30 C rise in 8
minutes
Notes:
a You may use ASTM C25 or ASTM C 1301 and
ASTM C1271.
A 0.5-pound sample of lime dry-sieved in a mechanical sieve shaker for 10 minutes 30
seconds must comply with:
Book One- State Route 68 at San Benancio Road Intersection Improvements 130
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Sieve Sizes Percentage
Passing
3/8-inch 98-100
Slurry must:
1. Be free of contaminants
2. Contain at least the minimum dry solids
3. Have uniform consistency
If you prepare lime slurry, prepare it at the jobsite.
24-1.02B Water
If available, use potable water. Inform the Engineer if a water source other than potable
water is used. If not using potable water, water for mixing soil and lime must:
1. Contain no more than 650 parts per million of chlorides as Cl, and no more than 1,300
parts per million of sulfates as SO4
2. Not contain an amount of impurities that will cause a reduction in the strength of the
stabilize soil
24-1.02C Mixed Material
Take a composite sample from 5 random locations after initial mixing. The moisture content
of the composite sample tested under California Test 226 must be a minimum of 3 percent
greater than optimum. Determine the moisture versus density relationship of the composite
sample material determined under California Test 216, except Part 2, Section E, Paragraph 6 is
modified as follows:
After adjustment of the moisture content, compact each of the remaining test specimens
in the mold, then record the water adjustment, tamper reading, and the corresponding
adjusted wet density from the chart on Table 1 using the column corresponding to the
actual wet weight of the test specimen compacted. Note each of these wet weights on
Line I.
The mixed material before compaction excluding rock must comply with:
Sieve Sizes Percentage
Passin
1" 98 100
No. 4 60- 100
24-1.02D Curing Treatment
Curing treatment may be any of the following:
1. Water cure
2. Curing seal
3. Moist material blanket
Curing seal must be SS or CSS grade asphaltic emulsion under Section 94, Asphaltic
Emulsions."
Book One- State Route 68 at San Benancio Road Intersection Improvements 131
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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JANUARY-U012
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CONTINGENT-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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LI21329-U03
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???24-1.03 CONSTRUCTION
24-1.03A General
If using different types of lime or lime from more than one source, do not mix them. The
Engineer determines separate application rates.
Deliver lime in full loads unless it is the last load needed for a work shift.
Apply lime at ground temperatures above 35 F. Do not apply lime if you expect the ground
temperature to drop below 35 F before you complete mixing and compacting.
During mixing, maintain the in-place moisture of the soil to be stabilized a minimum 3
percent above the optimum moisture determined under California Test 216 as modified in
Mixed Material." During compaction and finish grading, add water to the surface to prevent
drying until the next layer of mixed material is placed, or until you apply curing treatment.
Scarify the surface of lime stabilized soil at least 2 inches between each layer. Do not scarify
the final surface of the lime stabilized soil.
Between the time of applying lime and 3 days after applying curing treatment, only allow
equipment or vehicles on the soil being stabilized that are essential to the work.
24-1.03B Preparing Soil
Except for soil clods, remove rocks or solids larger than 1/3 of the layer thickness.
Regardless of the layer thickness, remove rocks and solids greater than 4 inches. Notify the
Engineer if you encounter rocks or solids greater than 1 /3 of the layer thickness.
Before adding lime, place the soil to be stabilized to within 0.08 foot of the specified lines
and grades and compact to not less than 90 percent relative compaction.
24-1.03C Applying Lime
Apply lime uniformly over the area to be stabilized using a vane spreader.
The Engineer determines the final application rate. Do not vary from this application rate by
more than 5 percent.
Apply lime in dry form. If you request and the Engineer approves, you may apply lime in
slurry form.
Lime slurry must be in suspension during application. Apply lime slurry uniformly making
successive passes over a measured section or roadway until the specified lime content is reached.
Apply the residue from lime slurry over the length of the roadway being processed.
24-1.03D Mixing
Lime and soil to be stabilized must be mixed uniformly at least twice to within 0.10 foot of
the specified depth at any point. If the mixing depth exceeds the specified depth by more than 10
percent, add lime in proportion to the exceeded depth. The Department does not pay for this
added lime.
Mix lime on the same day it is applied. After the initial mixing, allow a mellowing period for
at least 36 hours before final mixing. Moisture content during the mellowing period determined
under California Test 226 must be at least 3 percent higher than the optimum moisture content.
You may add water and mix during the mellowing period.
Remix until the mixture is uniform with no streaks or pockets of lime.
Except for clods larger than 1 inch, mixed material must have a color reaction with sprayed
phenolphthalein alcohol indicator solution.
Complete all the mixing work within 7 days of the initial application of lime.
Book One- State Route 68 at San Benancio Road Intersection Improvements 132
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
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CONTRACT-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
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3-U06
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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OF-U012
STATE-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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C1-U03
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8/4/2010-U04
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300-PUBLIC-U08
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FERNANDEZ-U09
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7/19/2010-U011
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40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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LI21329-U03
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300-PUBLIC-U08
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JANUARY-U012
24,-U012
2011,-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???24-1.03E Compaction
Begin compacting immediately after final mixing, but not less than 36 hours after the
beginning of initial mixing.
Compact by using sheepsfoot or segmented wheel rollers immediately followed by steel
drum or pneumatic-tired rollers. Do not use vibratory rollers.
If you request and the Engineer approves, you may compact mixed material in layers greater
than 0.50 foot.
If the specified thickness is 0.50 foot or less, compact in one layer. If the specified thickness
is more than 0.50 foot, compact in 2 or more layers of approximately equal thickness. The
maximum compacted thickness of any one layer must not exceed 0.50 foot unless you first
demonstrate your equipment and methods provide uniform distribution of lime and achieve the
specified compaction.
Use other compaction methods in areas inaccessible to rollers.
Compact the lime stabilized soil to at least 95 percent relative compaction determined under
California Test 216 as modified under Mixed Material." The relative compaction is determined
on a wet weight basis.
24-1.03F Finish Grading
Maintain the moisture content of the lime stabilized soil through the entire finish grading
operation at a minimum of 3 percent above optimum moisture content.
The finished surface of the lime stabilized soil must not vary more than 0.08 foot above or
below the grade established by the Engineer unless the lime stabilized soil is to be covered by
material paid for by the cubic yard, in which case the finished surface may not vary above the
grade established by the Engineer.
If lime stabilized soil is above the allowable tolerance, trim, remove, and dispose of the
excess material. Do not leave loose material on the finished surface. If finish rolling cannot be
completed within 2 hours of trimming, defer trimming.
If lime stabilized soil is below the allowable tolerance, you may use trimmed material to fill
low areas only if final grading and final compaction occurs within 48 hours of beginning initial
compaction. Before placing trimmed material, scarify the surface of the area to be filled at least
2 inches deep.
Finish rolling of trimmed surfaces must be performed with at least 1 complete coverage with
steel drum or pneumatic-tired rollers.
24-1.03G Curing
General
Choose the method of curing.
Apply the chosen cure method within 48 hours of completing the sheepsfoot or segmented
wheel compaction. Apply the chosen cure method within the same day of any trimming and
finish grading.
Water Cure
Water may be used to cure the finished surface before you place a moist material blanket, or
apply curing seal. Keep the surface above the optimum moisture content of the lime stabilized
soil. Use this method for no more than 3 days, after which you must place a curing seal or moist
material blanket.
Book One- State Route 68 at San Benancio Road Intersection Improvements 133
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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REPORTING-U07
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300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
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REPORTING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Curing Seal
Curing seal equipment must have a gage indicating the volume of curing seal in the storage
tank.
If curing seal is used, apply it:
1. To the finished surface of lime stabilized soil under Section 94-1.06, Applying," of the
Standard Specifications
2. At a rate from 0.10 to 0.20 gallon per square yard. The Engineer determines the exact
rate
3. When the lime stabilized soil is at optimum moisture
4. When the ambient temperature is above 40 F and rising
Repair damaged curing seal the same day the damage occurs.
Moist Material Blanket
Moist material blanket consists of moist structural material. Moist material blanket maybe a
temporary or permanent layer of material of sufficient thickness to prevent drying of the lime
stabilized soil. You may use moist material blanket if the lime stabilized soil can bear the weight
of construction equipment. Maintain the moist material blanket above the optimum moisture
content, as appropriate, until the next structural layer is placed.
24-1.04 MEASUREMENT AND PAYMENT
Lime stabilized soil is measured by the square yard determined from horizontal
measurements of the planned surface of the lime stabilized soil.
Curing seal is measured under Section 94, Asphaltic Emulsions." The amount of curing seal
used is determined from the gauge specified for the curing equipment.
The contract item prices for the work involved with lime stabilized soil are paid:
1. Per square yard for lime stabilized soil
2. Per ton for lime
3. Per ton for asphaltic emulsion curing seal)
Payment for the contract items involved with lime stabilized soil includes full compensation
for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in constructing the lime stabilized soil, complete in place, as shown on the plans, as
specified in these specifications and the special provisions, and as directed by the Engineer.
The Department does not adjust payment for lime.
Quantities of lime wasted or disposed of in a manner not specified, or remaining on hand
after completion of the work, will not be paid for. If you use a partial load of lime, weigh the
truck and the remaining lime on a scale under Section 9-1.01, Measurement of Quantities," and
submit a weighmaster certificate to the Engineer.
Full compensation for preparing soil to be stabilized is included in the contract price paid per
square yard for lime stabilized soil, and no separate payment is made therefor, except removing
and disposing of rocks and solids larger 1/3 of the layer thickness and larger than 4 inches from
native soil or embankment other than imported borrow is paid for as extra work as provided in
Section 4-1.03D, Extra Work." Removing and disposing of rocks and solids larger than 1/3 of
the lift thickness and larger than 4 inches from imported borrow is at your expense.
Full compensation for mixing, compacting, and maintaining the moisture content of the lime
stabilized soil is included in the contract price paid per square yard for lime stabilized soil, and
no separate payment is made therefor.
Book One- State Route 68 at San Benancio Road Intersection Improvements 134
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
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PLANS-U012
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68-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Full compensation for applying lime is included in the contract price paid per ton for lime,
and no additional compensation is allowed therefor.
If the dispute resolution ITP determines the Engineer's test results are correct, the Engineer
deducts the ITP's testing costs from payments. If the ITP determines your test results are correct,
the State pays the ITP testing costs.
AA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 25 AGGREGATE SUBBASES
Issued 02-16-07)
In Section 25-1.02A replace the 1st paragraph with:
Aggregate must be clean and free from organic matter and other deleterious substances.
Aggregate must consist of any combination of:
1. Broken stone
2. Crushed gravel
3. Natural rough surfaced gravel
4. Sand
5. Up to 100 percent of any combination of processed:
5.1. Asphalt concrete
5.2. Portland cement concrete
5.3. Lean concrete base
5.4. Cement treated base
Replace Section 25-1.02B with:
25-1.02B Class 4 Aggregate Subbase
Aggregate must be clean and free from organic matter and other deleterious substances.
Aggregate must consist of any combination of:
1. Broken stone
2. Crushed gravel
3. Natural rough surfaced gravel
4. Sand
5. Up to 100 percent of any combination of processed:
5.1. Asphalt concrete
5.2. Portland cement concrete
5.3. Lean concrete base
5.4. Cement treated base
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
Book One- State Route 68 at San Benancio Road Intersection Improvements 135
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
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68-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???SECTION 26 AGGREGATE BASES
Issued 02-16-07)
In Section 26-1.02A replace the 1st paragraph with:
Aggregate must be clean and free from organic matter and other deleterious substances.
Aggregate must consist of any combination of:
1. Broken stone
2. Crushed gravel
3. Natural rough surfaced gravel
4. Sand
5. Up to 100 percent of any combination of processed:
5.1. Asphalt concrete
5.2. Portland cement concrete
5.3. Lean concrete base
5.4. Cement treated base
In Section 26-1.02B replace the 1st paragraph with:
Aggregate must be clean and free from organic matter and other deleterious substances.
Aggregate must consist of any combination of:
1. Broken stone
2. Crushed gravel
3. Natural rough surfaced gravel
4. Sand
5. Up to 100 percent of any combination of processed:
5.1. Asphalt concrete
5.2. Portland cement concrete
5.3. Lean concrete base
5.4. Cement treated base
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 27 CEMENT TREATED BASES
Issued 07-31-07)
In Section 27-1.02 replace the 1st paragraph with:
Cement shall be Type II portland cement conforming to the provisions in Section 90-2.01A,
Cement."
In Section 27-1.02 replace the 3rd paragraph with:
Aggregate for use in Class A cement treated base shall be of such quality that when mixed
with cement in an amount not to exceed 5 percent by weight of the dry aggregate and compacted
Book One- State Route 68 at San Benancio Road Intersection Improvements 136
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???at optimum moisture content, the compressive strength of a sample of the compacted mixture
shall not be less than 750 pounds per square inch at 7 days, when tested by California Test 312.
In Section 27-1.02 replace the 4th paragraph with:
Aggregate for use in Class B cement treated base shall have a Resistance R-value) of not
less than 60 before mixing with cement and a Resistance R-value) of not less than 80 after
mixing with cement in an amount not to exceed 2.5 percent by weight of the dry aggregate.
In Section 27-1.07 replace the 9th paragraph with:
When surfacing material is hot mix asphalt, the low areas shall be filled with hot mix asphalt
conforming to the requirements for the lowest layer of hot mix asphalt to be placed as surfacing.
This filling shall be done as a separate operation prior to placing the lowest layer of surfacing,
and full compensation for this filling will be considered as included in the contract price paid for
cement treated base and no additional compensation will be allowed therefor.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 28 LEAN CONCRETE BASE
Issued 05-15-09)
In Section 28-1.02 replace the 1st paragraph with:
Cement shall be Type II portland cement conforming to the provisions in Section 90-2.01A,
Cement."
In Section 28-1.02 replace the 6th paragraph with:
Aggregate shall be of such quality that, when mixed with cement in an amount not to exceed
300 pounds per cubic yard, and tested in conformance with the requirements in California Test
548, the compressive strength of a sample will be not less than 700 pounds per square inch at 7
days.
Replace Section 28-1.05 with:
Placing of lean concrete base shall conform to the provisions for placing concrete pavement
in Section 40-3.04, Placing Concrete," except that the third paragraph in Section 40-3.04A,
General," shall not apply.
Unless otherwise required by the plans or the special provisions, lean concrete base shall be
constructed in not less than 12-foot widths separated by construction joints. Lean concrete base
constructed monolithically in widths greater than 26 feet shall be constructed with a longitudinal
contraction joint offset not more than 3 feet from the centerline of the width being constructed.
Longitudinal contraction joints in lean concrete base shall be constructed in conformance
with the provisions in Section 40-3.08E, Sawing Method."
When concrete pavement is to be placed over lean concrete base, longitudinal construction
joints and longitudinal contraction joints in the lean concrete base shall not be within one foot of
planned longitudinal contraction joints nor longitudinal constuction joints in the concrete
pavement.
Lean concrete base shall not be mixed nor placed while the atmospheric temperature is below
35 F, and shall not be placed on frozen ground.
Book One- State Route 68 at San Benancio Road Intersection Improvements 137
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???In Section 28-1.06 replace the 1st and 2nd paragraphs with:
Lean concrete base shall be spread, compacted, and shaped in conformance with the
provisions in Section 40-3.04D, Stationary Side Form Construction," and Section 40-3.04E,
Slip-Form Construction."
In advance of curing operations, lean concrete base to be surfaced with hot mix asphalt shall
be textured with a drag strip of burlap, a broom or a spring steel tine device which will produce
scoring in the finished surface. The scoring shall be parallel with the centerline or transverse
thereto. The operation shall be performed at a time and in a manner to produce the coarsest
texture practical for the method used.
In Section 28-1.08 replace the 2nd paragraph with:
Hardened lean concrete base with a surface lower than 0.05 foot below the grade established
by the Engineer shall be removed and replaced with lean concrete base which complies with
these specifications, or if permitted by the Engineer, the low areas shall be filled with pavement
material as follows:
1. When pavement material is hot mix asphalt, the low areas shall be filled with hot mix
asphalt conforming to the requirements for the lowest layer of hot mix asphalt to be
placed as pavement. This shall be done as a separate operation prior to placing the lowest
layer of pavement, and full compensation for this filling will be considered as included in
the contract price paid per cubic yard for lean concrete base and no additional
compensation will be allowed therefor.
2. When pavement material is portland cement concrete, the low areas shall be filled with
pavement concrete at the time and in the same operation that the pavement is placed.
Full compensation for this filling will be considered as included in the contract price paid
per cubic yard for lean concrete base and no additional compensation will be allowed
therefor.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 29 TREATED PERMEABLE BASES
Issued 05-15-09)
In Section 29-1.02B replace the 2nd paragraph with:
Cement shall be Type II portland cement conforming to the provisions in Section 90-2.01A,
Cement."
In Section 29-1.04A replace the 1st paragraph with:
Aggregates and asphalt for asphalt treated permeable base shall be stored, proportioned and
mixed in the same manner provided for storing, proportioning and mixing aggregates and asphalt
for hot mix asphalt in Section 39-1.08, Production," except as follows:
1. The aggregate need not be separated into sizes.
2. The temperature of the aggregate before adding the asphalt binder shall be not less than
275? F nor more than 325? F.
Book One- State Route 68 at San Benancio Road Intersection Improvements 138
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???3. Asphalt treated permeable base stored in excess of 2 hours shall not be used in the work.
4. The aggregate shall be combined with 2.5 percent paving asphalt by weight of the dry
aggregate. After testing samples of the Contractor's proposed aggregate supply, the
Engineer may order an increase or decrease in the asphalt content. If an increase or
decrease is ordered, and the increase or decrease exceeds the specified amount by more
than 0.1 percent by weight of the dry aggregate, the compensation payable to the
Contractor for the asphalt treated permeable base will be increased or decreased on the
basis of the total increase or decrease in asphalt.
5. The asphalt content of the asphalt mixture will be determined, at the option of the
Engineer, by extraction tests in conformance with the requirements in California Test 310
or 362, or will be determined in conformance with the requirements in California Test
379. The bitumen ratio pounds of asphalt per 100 pounds of dry aggregate shall not vary
by more than 0.5 pound of asphalt above or 0.5 pound of asphalt below the amount
designated by the Engineer. Compliance with this requirement will be determined either
by taking samples from trucks at the plant or from the mat behind the paver before
rolling. If the sample is taken from the mat behind the paver, the bitumen ratio shall be
not less than the amount designated by the Engineer, less 0.7 pound of asphalt per 100
pounds of dry aggregate.
In Section 29-1.04B replace the 2nd paragraph with:
Cement treated permeable base shall contain not less than 287 pounds of cement per cubic
yard.
In Section 29-1.05 replace the 1st paragraph with:
Asphalt treated permeable base shall be spread and compacted as specified for hot mix
asphalt under the Method" construction process in Section 39, Hot Mix Asphalt," and these
specifications.
In Section 29-1.05 in the 8th paragraph, replace the 2nd sentence with:
The filter fabric shall conform to the provisions in Section 88-1.02, Filtration," and shall be
placed in conformance with the provisions for placing filter fabric for edge drains in Section 68-
3.03, Installation."
In Section 29-1.06 replace the 1st and 2nd paragraphs with:
Cement treated base shall be placed, spread, compacted, and shaped in conformance with the
provisions in Section 40-3.04D, Stationary Side Form Construction," and Section 40-3.04E,
Slip-Form Construction," except that vibrators shall not be used and the third paragraph in
Section 40-3.04A, General," shall not apply.
In Section 29-1.06 in the 9th paragraph, replace the 2nd sentence with:
The filter fabric shall conform to the provisions in Section 88-1.02, Filtration," and shall be
placed in conformance with the provisions for placing filter fabric for edge drains in Section 68-
3.03, Installation."
Book One- State Route 68 at San Benancio Road Intersection Improvements 139
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???In Section 29-1.07 replace the 2nd paragraph with:
Hardened treated permeable base with a surface lower than 0.05 foot below the grade
established by the Engineer shall be removed and replaced with treated permeable base which
complies with these specifications, or if permitted by the Engineer, the low areas shall be filled
with pavement material as follows:
1. When pavement material is hot mix asphalt, the low areas shall be filled with hot mix
asphalt conforming to the requirements for the lowest layer of hot mix asphalt to be
placed as pavement. This shall be done as a separate operation prior to placing the lowest
layer of pavement.
2. When pavement material is portland cement concrete, the low areas shall be filled with
pavement concrete at the time and in the same operation in which the pavement is placed.
3. Full compensation for filling low areas will be considered as included in the contract
price paid per cubic yard for treated permeable base and no additional compensation will
be allowed therefor.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 37 BITUMINOUS SEALS
Issued 06-05-09)
In Section 37-1.03 replace the 4th through 6th paragraphs with:
On 2-lane two-way roadways, W8-7 LOOSE GRAVEL" signs and W13-1 35) speed
advisory signs shall be furnished and placed adjacent to both sides of the traveled way where
screenings are being spread on a traffic lane. The first W8-7 sign in each direction shall be
placed where traffic first encounters loose screenings, regardless of which lane the screenings are
being spread on. The W13-1 35) signs need not be placed in those areas with posted speed
limits of less than 40 MPH. The signs shall be placed at maximum 2,000-foot intervals along
each side of the traveled way and at public roads or streets entering the seal coat area as directed
by the Engineer.
On multilane roadways freeways, expressways and multilane conventional highways) where
screenings are being spread on a traffic lane, W8-7 LOOSE GRAVEL" signs and W13-1 35)
speed advisory signs shall be furnished and placed adjacent to the outside edge of the traveled
way nearest to the lane being worked on. The first W8-7 sign shall be placed where the
screenings begin with respect to the direction of travel on that lane. The W13-1 35) signs need
not be placed in those areas with posted speed limits of less than 40 MPH. The signs shall be
placed at maximum 2,000-foot intervals along the edge of traveled way and at on-ramps, public
roads or streets entering the seal coat area as directed by the Engineer.
The W8-7 and W13-1 signs shall be maintained in place at each location until final brooming
of the seal coat surface at that location is completed. The W8-7 and W13-1 signs shall conform
to the provisions for construction area signs in Section 12, Construction Area Traffic Control
Devices." The signs may be set on temporary portable supports with the W 13-1 below the W8-7
or on barricades with the W13-1 sign alternating with the W8-7 sign.
Book One- State Route 68 at San Benancio Road Intersection Improvements 140
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???In Section 37-1.07 replace the 2nd paragraph with:
Rollers shall be oscillating type pneumatic-tired rollers. A minimum of 2 pneumatic-tired
rollers conforming to the provisions in Section 39-3.03 Spreading and Compacting Equipment,"
shall be furnished.
In Section 37-1.09 replace the 2nd paragraph with:
The above prices and payments shall include full compensation for furnishing all labor,
materials, tools, equipment and incidentals, and for doing all the work involved in applying seal
coat, complete in place, including furnishing, placing, maintaining, and removing W8-7 and
W13-1 signs, when required, and temporary supports or barricades for the signs, as shown on the
plans, and as specified in these specifications and the special provisions, and as directed by the
Engineer.
In Section 37-2.05 replace the 6th paragraph with:
In addition to conforming to the provisions in Section 5-1.10, Equipment," the identifying
number of mixer-spreader trucks shall be at least 2 inches in height, located on the front and rear
of the vehicle.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 39 ASPHALT CONCRETE
Issued 06-05-09)
Replace Section 39 with:
SECTION 39 HOT MIX ASPHALT
39-1 GENERAL
39-1.01 DESCRIPTION
Section 39 includes specifications for producing and placing hot mix asphalt HMA) by
mixing aggregate and asphalt binder at a mixing plant and spreading and compacting the HMA
mixture.
The special provisions specify one or more type of HMA, including:
1. Type A
2. Type B
3. Open graded friction course OGFC). OGFC includes hot mix asphalt open graded),
rubberized hot mix asphalt open graded) RHMA-O) and rubberized hot mix asphalt
open graded high binder) RHMA-O-HB)
4. Rubberized hot mix asphalt gap graded) RHMA-G)
The special provisions specify the HMA construction process, including:
1. Standard
Book One- State Route 68 at San Benancio Road Intersection hnprovements
CONTRACT NO. 10- 11 1 065
141
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???2. Method
3. Quality Control / Quality Assurance QC / QA)
39-1.02 MATERIALS
39-1.02A Geosynthetic Pavement Interlayer
Geosynthetic pavement interlayer must comply with the specifications for pavement fabric or
paving mat in Section 88-1.07, Pavement Interlayer."
39-1.02B Tack Coat
Tack coat must comply with the specifications for asphaltic emulsion in Section 94,
Asphaltic Emulsion," or asphalt binder in Section 92, Asphalts." Choose the type and grade.
Notify the Engineer if you dilute asphaltic emulsion with water. The weight ratio of added
water to asphaltic emulsion must not exceed 1 to 1.
Measure added water either by weight or volume in compliance with the specifications for
weighing, measuring, and metering devices under Section 9-1.01, Measurement of Quantities,"
or you may use water meters from water districts, cities, or counties. If you measure water by
volume, apply a conversion factor to determine the correct weight.
With each dilution, submit in writing:
1. The weight ratio of water to bituminous material in the original asphaltic emulsion
2. The weight of asphaltic emulsion before diluting
3. The weight of added water
4. The final dilution weight ratio of water to asphaltic emulsion
39-1.02C Asphalt Binder
Asphalt binder in HMA must comply with Section 92, Asphalts," or Section 39-1.02D,
Asphalt Rubber Binder." The special provisions specify the grade.
Asphalt binder for geosynthetic pavement interlayer must comply with Section 92,
Asphalts." Choose from Grades PG 64-10, PG 64-16, or PG 70-10.
39-1.02D Asphalt Rubber Binder
General
Use asphalt rubber binder in RHMA-G, RHMA-O, and RHMA-O-HB. Asphalt rubber
binder must be a combination of:
1. Asphalt binder
2. Asphalt modifier
3. Crumb rubber modifier CRM)
The combined asphalt binder and asphalt modifier must be 80.0 2.0 percent by weight of
the asphalt rubber binder.
Asphalt Modifier
Asphalt modifier must be a resinous, high flash point, and aromatic hydrocarbon, and comply
with:
Book One- State Route 68 at San Benancio Road Intersection Improvements 142
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Quality Characteristic ASTM Specification
Viscosity, m /s x 10) at 100 C D 445 X 3 a
Flash Point, CL.O.C., C D 92 207 minimum
Molecular Analysis
Asphaltenes, percent by mass D 2007 0.1 maximum
Aromatics, percent by mass D 2007 55 minimum
Note:
a The symbol X" is the proposed asphalt modifier viscosity. X" must be between 19 and 36. A change in X"
requires a new asphalt rubber binder design.
Asphalt modifier must be from 2.0 percent to 6.0 percent by weight of the asphalt binder in
the asphalt rubber binder.
Crumb Rubber Modifier
CRM consists of a ground or granulated combination of scrap tire CRM and high natural
CRM. CRM must be 75.0 2.0 percent scrap tire CRM and 25.0 2.0 percent high natural
CRM by total weight of CRM. Scrap tire CRM must be from any combination of automobile
tires, truck tires, or tire buffings.
Sample and test scrap tire CRM and high natural CRM separately. CRM must comply with:
Crumb Rubber Modifier for Asphalt Rubber Binder
Quality Characteristic Test Method Specification
Scrap tire CRM gradation LP-10 100
% passing No. 8 sieve)
High natural CRM gradation LP-10 100
% passing No. 10 sieve)
Wire in CRM % max.) LP-10 0.01
Fabric in CRM % max.) LP-10 0.05
CRM particle length inch max.) a 3/16
CRM specific ravity a CT 208 1.1-1.2
Natural rubber content in high natural CRM %) a ASTM D 297 40.0-48.0
Note:
a Test at mix design and for Certificate of Compliance.
Only use CRM ground and granulated at ambient temperature. If steel and fiber are
cryogenically separated, it must occur before grinding and granulating. Only use cryogenically
produced CRM particles that can be ground or granulated and not pass through the grinder or
granulator.
CRM must be dry, free-flowing particles that do not stick together. CRM must not cause
foaming when combined with the asphalt binder and asphalt modifier. You may add calcium
carbonate or talc up to 3 percent by weight of CRM.
Asphalt Rubber Binder Design and Profile
Submit in writing an asphalt rubber binder design and profile that complies with the asphalt
rubber binder specifications. In the design, designate the asphalt, asphalt modifier, and CRM
and their proportions. The profile must include the same component sources for the asphalt
rubber binder used.
Design the asphalt rubber binder from testing you perform for each quality characteristic and
for the reaction temperatures expected during production. The 24-hour 1,440-minute)
interaction period determines the design profile. At a minimum, mix asphalt rubber binder
components, take samples, and perform and record the following tests:
Asphalt Modifier for Asphalt Rubber Binder
Book One- State Route 68 at San Benancio Road Intersection Improvements 143
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
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E.-U012
CONSIDER-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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PROGRAM-U012
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NO.-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Asphalt Rubber Binder Reaction Design Profile
Test Minutes of Reaction a Limits
45 60 90 120 240 360 1440
Cone penetration 77 F, 0.10-mm ASTM D 217) X X X 25 70
Resilience 77 F, percent rebound ASTM D 5329) X X X 18 min.
Field softening point, F ASTM D 36) X X X 125 165
Viscosity, centipoises LP-11) X X X X X X X 1,500 4,000
Notes:
a Six hours 360 minutes) after CRM addition, reduce the oven temperature to 275 F for a period of 16 hours. After the
16-hour 1320 minutes) cool-down after CRM addition, reheat the binder to the reaction temperature expected during
production for sampling and testing at 24 hours 1440 minutes).
b X" denotes required testing
Asphalt Rubber Binder
After interacting for a minimum of 45 minutes, asphalt rubber binder must comply with:
Quality Characteristic Test for Quality Test Method Speci cation
Control or Acceptance Minimum Maximum
Cone penetration 77 F, 0.10-mm Acceptance ASTM D 217 25 70
Resilience 77 F, percent rebound Acceptance ASTM D 5329 18
Field softening point, F Acceptance ASTM D 36 125 165
Viscosity 375 F, centipoises Quality Control LP-11 1,500 4,000
39-1.02E Aggregate
Aggregate must be clean and free from deleterious substances. Aggregate:
1. Retained on the No. 4 sieve is coarse
2. Passing the No. 4 sieve is fine
3. Added and passing the No. 30 sieve is supplemental fine, including:
3.1. Hydrated lime
3.2. Portland cement
3.3. Fines from dust collectors
The special provisions specify the aggregate gradation for each HMA type.
The specified aggregate gradation is before the addition of asphalt binder and includes
supplemental fines. The Engineer tests for aggregate grading under California Test 202,
modified by California Test 105 if there is a difference in specific gravity of 0.2 or more between
the coarse and fine parts of different aggregate blends.
Choose a sieve size target value TV) within each target value limit presented in the
aggregate gradation tables.
Asphalt Rubber Binder
Book One- State Route 68 at San Benancio Road Intersection Improvements 144
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Aggregate Gradation
Percentage Passing)
HMA Types A and B
3/4-inch HMA Types A and B
Sieve Sizes Target Value Limits Allowable Tolerance
1" 100
3/4" 90 100 TV 5
1/2" 70 90 TV 6
No. 4 45 55 TV 7
No.8 32-40 TV?5
No. 30 12 21 TV 4
No. 200 2-7 TV 2
Sieve Sizes Tar et Value Limits Allowable Tolerance
3/4" 100
1/2" 95 99 TV 6
3/8" 75 95 TV 6
No. 4 55 66 TV 7
No. 8 38 49 TV 5
No. 30 15 27 TV 4
No. 200 2-8 TV 2
Sieve Sizes Tar et Value Limits Allowable Tolerance
1/2" 100
3/8" 95 100 TV 6
No. 4 58 72 TV 7
No. 8 34 48 TV 6
No. 30 18 32 TV t5
No. 200 2-9 TV 2
Sieve Sizes Target Value Limits Allowable Tolerance
3/8" 100
No. 4 95 100 TV 7
No. 8 72 77 TV f7
No. 30 37 43 TV 7
No. 200 2-12 TV f4
1/2-inch HMA Types A and B
3/8-inch HMA Types A and B
No. 4 HMA Types A and B
Book One- State Route 68 at San Benancio Road Intersection Improvements 145
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Rubberized Hot Mix Asphalt Gap Graded RHMA-G)
3/4-inch RHMA-G
Sieve Sizes Target Value Limits Allowable Tolerance
1" 100
3/4" 95 100 TV 5
1/2" 83 87 TV 6
3/8" 65 70 TV 6
No. 4 28 42 TV 7
No.8 14-22 TV?5
No.200 0-6 TV?2
1/2-inch RHMA-G
Sieve Sizes Target Value Limits Allowable Tolerance
3/4" 100
1/2" 90 100 TV 6
3/8" 83 87 TV 6
No. 4 28 42 TV 7
No. 8 14 22 TV 5
No.200 0-6 TV?2
Open Graded Friction Course OGFC)
1-inch OGFC
Sieve Sizes Target Value Limits Allowable Tolerance
1 1/2" 100
1" 99- 100 TV 5
3/4" 85 96 TV 5
1/2" 55 71 TV 6
No. 4 10 25 TV 7
No.8 6-16 TV?5
No. 200 1 6 TV 2
1/2-inch OGFC
Sieve Sizes Target Value Limits Allowable Tolerance
3/4" 100
1/2" 95 100 TV 6
3/8" 78 89 TV 6
No.4 28-37 TV?7
No.8 7-18 TV?5
No. 30 0-10 TV 4
No.200 0-3 TV?2
3/8-inch OGFC
Sieve Sizes Target Value Limits Allowable Tolerance
1/2" 100
3/8" 90 100 TV 6
No.4 29-36 TV?7
No.8 7-18 TV?6
No. 30 0-10 TV 5
No.200 0-3 TV?2
Before the addition of asphalt binder and lime treatment, aggregate must comply with:
Book One- State Route 68 at San Benancio Road Intersection Improvements 146
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Quality Characteristic Test Method HMA Type
A B RHMA-G OGFC
Percent of crushed particles CT 205
Coarse aggregate % min.)
One fractured face 90 25 90
Two fractured faces 75 90 75
Fine aggregate % min)
Passing No. 4 sieve
and retained on No. 8 sieve.)
One fractured face 70 20 70 90
Los Angeles Rattler % max.) CT 211
Loss at 100 Rev. 12 12 12
Loss at 500 Rev. 45 50 40 40
Sand equivalent min.) a CT 217 47 42 47
Fine aggregate angularity % min.) AASHTO T
304 Method 45 45 45
A
Flat and elongated particles % max. ASTM D
by wei ht 5:1) 4791 10 10 10 10
Notes:
a Reported value must be the average of 3 tests from a single sample.
b The Engineer waives this specification if HMA contains less than 10 percent of nonmanufactured sand by weight
of total aggregate. Manufactured sand is fine aggregate produced by crushing rock or gravel.
39-1.02F Reclaimed Asphalt Pavement
You may produce HMA using reclaimed asphalt pavement RAP). HMA produced using
RAP must comply with the specifications for HMA except aggregate quality specifications do
not apply to RAP. You may substitute RAP aggregate for a part of the virgin aggregate in HMA
in a quantity not exceeding 15.0 percent of the aggregate blend. Do not use RAP in OGFC and
RHMA-G.
Assign the substitution rate of RAP aggregate for virgin aggregate with the job mix formula
JMF) submittal. The JMF must include the percent of RAP used. If you change your assigned
RAP aggregate substitution rate by more than 5 percent within the 15.0 percent limit), submit a
new JMF.
Process RAP from asphalt concrete. You may process and stockpile RAP throughout the
project's life. Prevent material contamination and segregation. Store RAP in stockpiles on
smooth surfaces free of debris and organic material. Processed RAP stockpiles must consist only
of homogeneous RAP.
39-1.03 HOT MIX ASPHALT MIX DESIGN REQUIREMENTS
39-1.03A General
A mix design consists of performing California Test 367 and laboratory procedures on
combinations of aggregate gradations and asphalt binder contents to determine the optimum
binder content OBC) and HMA mixture qualities. If RAP is used, use Laboratory Procedure
LP-9. The result of the mix design becomes the proposed JMF.
Use Form CEM-3512 to document aggregate quality and mix design data. Use Form CEM-
3511 to present the JMF.
Laboratories testing aggregate qualities and preparing the mix design and JMF must be
qualified under the Department's Independent Assurance Program. Take samples under
California Test 125.
The Engineer reviews the aggregate qualities, mix design, and JMF and verifies and accepts
the JMF.
Aggregate Quality
Book One- State Route 68 at San Benancio Road Intersection Improvements 147
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???You may change the JMF during production. Do not use the changed JMF until the Engineer
accepts it. Except when adjusting the JMF in compliance with Section 39-1.03E, Job Mix
Formula Verification," perform a new mix design and submit in writing a new JMF submittal for
changing any of the following:
1. Target asphalt binder percentage
2. Asphalt binder supplier
3. Asphalt rubber binder supplier
4. Component materials used in asphalt rubber binder or percentage of any component
materials
5. Combined aggregate gradation
6. Aggregate sources
7. Substitution rate for RAP aggregate of more than 5 percent
8. Any material in the JMF
For OGFC, submit in writing a complete JMF submittal except asphalt binder content. The
Engineer determines the asphalt binder content under California Test 368 within 20 days of your
complete JMF submittal and provides you a Form CEM-3513.
39-1.03B Hot Mix Asphalt Mix Design
Perform a mix design that produces HMA in compliance with:
Quality Characteristic Test Method HMA Type
A B RHMA-G
Air voids content %) CT 367a 4.0 4.0 Special
Provisions
Voids in mineral aggregate % min.) LP-2
No. 4 grading 17.0 17.0
3/8" grading 15.0 15.0
1/2" grading 14.0 14.0 18.0-23 0b
3/4" grading 13.0 13.0 18.0-23 0b
Voids filled with asphalt %) LP-3
No. 4 grading 76.0-80.0 76.0-80.0 Note d
3/8" grading 73.0-76.0 73.0-76.0
1/2" grading 65.0-75.0 65.0-75.0
3/4" grading 65.0-75.0 65.0-75.0
Dust proportion LP-4
No. 4 and 3/8" gradings 0.9-2.0 0.9-2.0 Note d
1/2" and 3/4" gradings 0.6-1.3 0.6-1.3
Stabilometer value min.) C CT 366
No. 4 and 3/8" gradings 30 30
1/2" and 3/4" gradings 37 35 23
Notes:
a Calculate the air voids content of each specimen using California Test 309 and Lab Procedure LP-1. Modify
California Test 367, Paragraph C5, to use the exact air voids content specified in the selection of OBC.
b Voids in mineral aggregate for RHMA-G must be within this range.
Modify California Test 304, Part 2.B.2.c: After compaction in the compactor, cool to 140 t 5 F by allowing
the briquettes to cool at room temperature for 0.5-hour, then place the briquettes in the oven at 140 F for a
minimum of 2 hours and not more than 3 hours."
d Report this value in the JMF submittal.
For stability and air voids content, prepare 3 briquettes at the OBC and test for compliance.
Report the average of 3 tests. Prepare new briquettes and test if the range of stability for the 3
Hot Mix Asphalt Mix Design Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 148
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???briquettes is more than 8 points. The average air void content may vary from the specified air
void content by +0.5 percent.
You may use the briquettes used for stability testing to determine bulk specific gravity under
CT 308. If you use the same briquettes and tests using bulk specific gravity fail, you may
prepare 3 new briquettes and determine a new bulk specific gravity.
39-1.03C Job Mix Formula Submittal
Each JMF submittal must consist of:
1. Proposed JMF on Form CEM-3511
2. Mix design documentation on Form CEM-3512 dated within 12 months of submittal
3. JMF verification on Form CEM-3513, if applicable
4. JMF renewal on Form CEM-3514, if applicable
5. Materials Safety Data Sheets MSDS) for:
5.1. Asphalt binder
5.2. Base asphalt binder used in asphalt rubber binder
5.3. CRM and asphalt modifier used in asphalt rubber binder
5.4. Blended asphalt rubber binder mixture
5.5. Supplemental fine aggregate except fines from dust collectors
5.6. Antistrip additives
If the Engineer requests in writing, sample the following materials in the presence of the
Engineer and place in labeled containers weighing no more than 50 pounds each:
1. Coarse, fine, and supplemental fine aggregate from stockpiles, cold feed belts, or hot
bins. Samples must include at least 120 pounds for each coarse aggregate, 80 pounds for
each fine aggregate, and 10 pounds for each type of supplemental fines. The Department
combines these aggregate samples to comply with the JMF target values submitted on
Form CEM-3511.
2. RAP from stockpiles or RAP system. Samples must be at least 60 pounds.
3. Asphalt binder from the binder supplier. Samples must be in two 1-quart cylindrical
shaped cans with open top and friction lids.
4. Asphalt rubber binder with the components blended in the proportions to be used.
Samples must be in four 1-quart cylindrical shaped cans with open top and friction lids.
Notify the Engineer in writing at least 2 business days before sampling materials. For
aggregate and RAP, split the samples into at least 4 parts. Submit 3 parts to the Engineer and use
1 part for your testing.
39-1.03D Job Mix Formula Review
The Engineer reviews each mix design and proposed JMF within 5 business days from the
complete JMF submittal. The review consists of reviewing the mix design procedures and
comparing the proposed JMF with the specifications.
The Engineer may verify aggregate qualities during this review period.
39-1.03E Job Mix Formula Verification
If you cannot submit a Department-verified JMF on Form CEM-3513 dated within 12
months before HMA production, the Engineer verifies the JMF.
Book One- State Route 68 at San Benancio Road Intersection Improvements 149
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Based on your testing and production experience, you may submit on Form CEM-3511 an
adjusted JMF before the Engineer's verification testing. JMF adjustments may include a change
in the:
1. Asphalt binder content target value up to 0.6 percent from the optimum binder content
value submitted on Form CEM-3512 except do not adjust the target value for asphalt
rubber binder for RHMA-G below 7.0 percent
2. Aggregate gradation target values within the target value limits specified in the aggregate
gradation tables
For HMA Type A, Type B, and RHMA-G, the Engineer verifies the JMF from samples taken
from HMA produced by the plant to be used. Notify the Engineer in writing at least 2 business
days before sampling materials.
In the Engineer's presence and from the same production run, take samples of:
1. Aggregate
2. Asphalt binder
3. RAP
4. HMA
Sample aggregate from cold feed belts or hot bins. Sample RAP from the RAP system.
Sample HMA under California Test 125 except if you request in writing and the Engineer
approves, you may sample from any of the following locations:
1. The plant
2. A truck
3. A windrow
4. The paver hopper
5. The mat behind the paver
You may sample from a different project including a non-Department project if you make
arrangements for the Engineer to be present during sampling.
For aggregate, RAP, and HMA, split the samples into at least 4 parts and label their
containers. Submit 3 split parts to the Engineer and use 1 part for your testing.
The Engineer verifies each proposed JMF within 20 days of receiving verification samples.
If you request in writing, the Engineer verifies RHMA-G quality requirements within 3 business
days of sampling. Verification is testing for compliance with the specifications for:
1. Aggregate quality
2. Aggregate gradation JMF TV tolerance)
3. Asphalt binder content JMF TV tolerance)
4. HMA quality specified in the table Hot Mix Asphalt Mix Design Requirements except:
4.1. Air voids content design value 2.0 percent)
4.2. Voids filled with asphalt report only if an adjustment for asphalt binder content
target value is less than or equal to 0.3 percent from OBC)
4.3. Dust proportion report only if an adjustment for asphalt binder content target value
is less than or equal to 0.3 percent from OBC)
Book One- State Route 68 at San Benancio Road Intersection improvements 150
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The Engineer prepares 3 briquettes from a single split sample. To verify the JMF for
stability and air voids content, the Engineer tests the 3 briquettes and reports the average of 3
tests. The Engineer prepares new briquettes if the range of stability for the 3 briquettes is more
than 8 points.
The Engineer may use the briquettes used for stability testing to determine bulk specific
gravity under CT 308. If the Engineer uses the same briquettes and the tests using bulk specific
gravity fail, the Engineer prepares 3 new briquettes and determines a new bulk specific gravity.
If the Engineer verifies the JMF, the Engineer provides you a Form CEM-3 513.
If the Engineer's tests on plant-produced samples do not verify the JMF, the Engineer notifies
you in writing and you must submit a new JMF submittal or submit an adjusted JMF based on
your testing. JMF adjustments may include a change in the:
1. Asphalt binder content target value up to 0.6 percent from the optimum binder content
value submitted on Form CEM-3512 except do not adjust the target value for asphalt
rubber binder for RHMA-G below 7.0 percent
2. Aggregate gradation target values within the target value limits specified in the aggregate
gradation tables
You may adjust the JMF only once due to a failed verification test. An adjusted JMF
requires a new Form CEM-3511 and verification of a plant-produced sample.
The Engineer reverifies the JMF if HMA production has stopped for longer than 30 days and
the verified JMF is older than 12 months.
For each HMA type and aggregate size specified, the Engineer verifies at the State's expense
up to 2 proposed JMF including a JMF adjusted after verification failure. The Engineer deducts
$3,000 from payments for each verification exceeding this limit. This deduction does not apply
to verifications initiated by the Engineer or if a JMF expires while HMA production is stopped
longer than 30 days.
39-1.03F Job Mix Formula Renewal
You may request a JMF renewal by submitting the following:
1. Proposed JMF on Form CEM-3511
2. A previously verified JMF documented on Form CEM-3513 dated within 12 months
3. Mix design documentation on Form CEM-3512 used for the previously verified JMF
If the Engineer requests in writing, sample the following materials in the presence of the
Engineer and place in labeled containers weighing no more than 50 pounds each:
1. Coarse, fine, and supplemental fine aggregate from stockpiles, cold feed belts, or hot
bins. Samples must include at least 120 pounds for each coarse aggregate, 80 pounds for
each fine aggregate, and 10 pounds for each type of supplemental fines. The Department
combines these aggregate samples to comply with the JMF target values submitted on
Form CEM-3511.
2. RAP from stockpiles or RAP system. Samples must be at least 60 pounds.
3. Asphalt binder from the binder supplier. Samples must be in two 1-quart cylindrical
shaped cans with open top and friction lids.
4. Asphalt rubber binder with the components blended in the proportions to be used.
Samples must be in four 1-quart cylindrical shaped cans with open top and friction lids.
Book One- State Route 68 at San Benancio Road Intersection Improvements 151
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Notify the Engineer in writing at least 2 business days before sampling materials. For
aggregate and RAP, split samples into at least 4 parts. Submit 3 parts to the Engineer and use 1
part for your testing.
The Engineer reviews each complete JMF renewal submittal within 5 business days.
The Engineer may verify aggregate qualities during this review period.
Notify the Engineer in writing at least 2 business days before sampling materials. For
aggregate, RAP, and HMA, split the samples into at least 4 parts. Submit 3 parts to the Engineer
and use 1 part for your testing.
The Engineer verifies the JMF renewal submittal under Section 39-1.03E, Job Mix Formula
Verification," except:
1. The Engineer retains samples until you provide test results for your part on Form CEM-
3514.
2. The Engineer tests samples of materials obtained from the HMA production unit after
you submit test results that comply with the specifications for the quality characteristics
under Section 39-1.03E, Job Mix Formula Verification."
3. The Engineer verifies each proposed JMF within 30 days of receiving verification
samples.
4. You may not adjust the JMF due to a failed verification.
5. For each HMA type and aggregate gradation specified, the Engineer verifies at the State's
expense 1 proposed JMF.
If the Engineer verifies the JMF renewal, the Engineer provides you a Form CEM-3513.
39-1.03G Job Mix Formula Acceptance
You may start HMA production if
1. The Engineer's review of the JMF shows compliance with the specifications.
2. The Department has verified the JMF within 12 months before HMA production.
3. The Engineer accepts the verified JMF.
39-1.04 CONTRACTOR QUALITY CONTROL
39-1.04A General
Establish, maintain, and change a quality control system to ensure materials and work
comply with the specifications. Submit quality control test results to the Engineer within 3 days
of a request except when QC / QA is specified.
You must identify the HMA sampling location in your Quality Control Plan. During
production, take samples under California Test 125 except if you request in writing and the
Engineer approves, you may sample HMA from:
1. The plant
2. The truck
3. A windrow
4. The paver hopper
5. The mat behind the paver
39-1.04B Prepaving Conference
Meet with the Engineer at a prepaving conference at a mutually agreed time and place.
Discuss methods of performing the production and paving work.
Book One- State Route 68 at San Benancio Road Intersection Improvements 152
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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CONSIDER-U012
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SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???39-1.04C Asphalt Rubber Binder
Take asphalt rubber binder samples from the feed line connecting the asphalt rubber binder
tank to the HMA plant. Sample and test asphalt rubber binder under Laboratory Procedure LP-
11.
Test asphalt rubber binder for compliance with the viscosity specifications in Section 39-
1.02, Materials." During asphalt rubber binder production and HMA production using asphalt
rubber binder, measure viscosity every hour with not less than 1 reading for each asphalt rubber
binder batch. Log measurements with corresponding time and asphalt rubber binder
temperature. Submit the log daily in writing.
Submit a Certificate of Compliance under Section 6-1.07, Certificates of Compliance."
With the Certificate of Compliance, submit test results in writing for CRM and asphalt modifier
with each truckload delivered to the HMA plant. A Certificate of Compliance for asphalt
modifier must not represent more than 5,000 pounds. Use an AASHTO-certified laboratory for
testing.
Sample and test gradation and wire and fabric content of CRM once per 10,000 pounds of
scrap tire CRM and once per 3,400 pounds of high natural CRM. Sample and test scrap tire
CRM and high natural CRM separately.
Submit certified weight slips in writing for the CRM and asphalt modifier furnished.
39-1.04D Aggregate
Determine the aggregate moisture content and RAP moisture content in continuous mixing
plants at least twice a day during production and adjust the plant controller. Determine the RAP
moisture content in batch mixing plants at least twice a day during production and adjust the
plant controller.
39-1.04E Reclaimed Asphalt Pavement
Perform RAP quality control testing each day.
Sample RAP once daily and determine the RAP aggregate gradation under Laboratory
Procedure LP-9 and submit the results to the Engineer in writing with the combined aggregate
gradation.
39-1.04F Density Cores
To determine density for Standard and QC / QA projects, take 4-inch or 6-inch diameter
density cores at least once every 5 business days. Take 1 density core for every 250 tons of
HMA from random locations the Engineer designates. Take density cores in the Engineer's
presence and backfill and compact holes with material authorized by the Engineer. Before
submitting a density core to the Engineer, mark it with the density core's location and place it in
a protective container.
If a density core is damaged, replace it with a density core taken within 1 foot longitudinally
from the original density core. Relocate any density core located within 1 foot of a rumble strip
to I foot transversely away from the rumble strip.
39-1.04G Briquettes
Prepare 3 briquettes for each stability and air voids content determination. Report the
average of 3 tests. Prepare new briquettes and test if the range of stability for the 3 briquettes is
more than 12 points.
You may use the briquettes used for stability testing to determine bulk specific gravity under
CT 308. If you use these briquettes and tests using bulk specific gravity fail, you may prepare 3
new briquettes and determine a new bulk specific gravity.
Book One- State Route 68 at San Benancio Road Intersection Improvements 153
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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05-0H8220,-U012
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10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???39-1.05 ENGINEER'S ACCEPTANCE
The Engineer's acceptance of HMA is specified in the sections for each HMA construction
process.
The Engineer samples materials for testing under California Test 125 and the applicable test
method except samples may be taken from:
1. The plant from:
1.1. A truck
1.2. An automatic sampling device
2. The mat behind the paver
Sampling must be independent of Contractor quality control, statistically-based, and random.
If you request, the Engineer splits samples and provides you with a part.
The Engineer accepts HMA based on:
1. Accepted JMF
2. Accepted QCP for Standard and QC / QA
3. Compliance with the HMA Acceptance tables
4. Acceptance of a lot for QC / QA
5. Visual inspection
The Engineer prepares 3 briquettes for each stability and air voids content determination.
The Engineer reports the average of 3 tests. The Engineer prepares new briquettes and test if the
range of stability for the 3 briquettes is more than 8 points.
The Engineer may use the briquettes used for stability testing to determine bulk specific
gravity under CT 308. If the Engineer uses the same briquettes and the tests using bulk specific
gravity fail, the Engineer prepares 3 new briquettes and determines a new bulk specific gravity.
39-1.06 DISPUTE RESOLUTION
You and the Engineer must work together to avoid potential conflicts and to resolve disputes
regarding test result discrepancies. Notify the Engineer in writing within 5 days of receiving a
test result if you dispute the test result.
If you or the Engineer dispute each other's test results, submit written quality control test
results and copies of paperwork including worksheets used to determine the disputed test results
to the Engineer. An Independent Third Party ITP) performs referee testing. Before the ITP
participates in a dispute resolution, the ITP must be accredited under the Department's
Independent Assurance Program. The ITP must be independent of the project. By mutual
agreement, the ITP is chosen from:
1. A Department laboratory
2. A Department laboratory in a district or region not in the district or region the project is
located
3. The Transportation Laboratory
4. A laboratory not currently employed by you or your HMA producer
Book One- State Route 68 at San Benancio Road Intersection Improvements 154
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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C.-U012
CONSIDER-U012
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NO.-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
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E.-U012
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AUTHORIZING-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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PROGRAM-U012
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NO.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???If split quality control or acceptance samples are not available, the ITP uses any available
material representing the disputed HMA for evaluation.
39-1.07 PRODUCTION START-UP EVALUATION
The Engineer evaluates HMA production and placement at production start-up.
Within the first 750 tons produced on the first day of HMA production, in the Engineer's
presence and from the same production run, take samples of:
1. Aggregate
2. Asphalt binder
3. RAP
4. HMA
Sample aggregate from cold feed belts or hot bins. Take RAP samples from the RAP system.
Sample HMA under California Test 125 except if you request in writing and the Engineer
approves, you may sample HMA from:
1. The plant
2. The truck
3. A windrow
4. The paver hopper
5. The mat behind the paver
For aggregate, RAP, and HMA, split the samples into at least 4 parts and label their
containers. Submit 3 split parts to the Engineer and keep 1 part.
For Standard and QC / QA projects, you and the Engineer must test the split samples and
report test results in writing within 3 business days of sampling. If you proceed before receipt of
the test results, the Engineer may consider the HMA placed to be represented by these test
results.
For Standard and QC / QA projects, take 4-inch or 6-inch diameter density cores within the
first 750 tons on the first day of HMA production. For each density core, the Engineer reports
the bulk specific gravity determined under California Test 308, Method A in addition to the
percent of maximum theoretical density. You may test for in-place density at the density core
locations and include them in your production tests for percent of maximum theoretical density.
39-1.08 PRODUCTION
39-1.08A General
Produce HMA in a batch mixing plant or a continuous mixing plant. Proportion aggregate by
hot or cold feed control.
HMA plants must be Department-qualified. Before production, the HMA plant must have a
current qualification under the Department's Materials Plant Quality Program.
During production, you may adjust:
1. Hot or cold feed proportion controls for virgin aggregate and RAP
2. The set point for asphalt binder content
39-1.08B Mixing
Mix HMA ingredients into a homogeneous mixture of coated aggregates.
Asphalt binder must be between 275 F and 375 F when mixed with aggregate.
Asphalt rubber binder must be between 375 F and 425 F when mixed with aggregate.
Book One- State Route 68 at San Benancio Road Intersection Improvements 155
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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10-111065;-U012
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TO-U012
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E.-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
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PROGRAM-U012
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TO-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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B.-U012
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A-U012
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PROGRAM-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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2011,-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???When mixed with asphalt binder, aggregate must not be more than 325 F except aggregate
for OGFC with unmodified asphalt binder must be not more than 275 F. Aggregate temperature
specifications do not apply when you use RAP.
HMA with or without RAP must not be more than 325 F.
39-1.08C Asphalt Rubber Binder
Deliver scrap tire CRM and high natural CRM in separate bags.
Either proportion and mix asphalt binder, asphalt modifier, and CRM simultaneously or
premix the asphalt binder and asphalt modifier before adding CRM. If you premix asphalt
binder and asphalt modifier, mix them for at least 20 minutes. When you add CRM, the asphalt
binder and asphalt modifier must be between 375 F and 440 F.
Do not use asphalt rubber binder during the first 45 minutes of the reaction period. During
this period, the asphalt rubber binder mixture must be between 350 F and the lower of 425 F or
25 F below the asphalt binder's flash point indicated in the MSDS.
If any asphalt rubber binder is not used within 4 hours after the reaction period, discontinue
heating. If the asphalt rubber binder drops below 375 F, reheat before use. If you add more
scrap tire CRM to the reheated asphalt rubber binder, the binder must undergo a 45-minute
reaction period. The added scrap tire CRM must not exceed 10 percent of the total asphalt
rubber binder weight. Reheated and reacted asphalt rubber binder must comply with the
viscosity specifications for asphalt rubber binder in Section 39-1.02, Materials." Do not reheat
asphalt rubber binder more than twice.
39-1.09 SUBGRADE, TACK COAT, AND GEOSYNTHETIC PAVEMENT
INTERLAYER
39-1.09A General
Prepare subgrade or apply tack coat to surfaces receiving HMA. If specified, place
geosynthetic pavement interlayer over a coat of asphalt binder.
39-1.09B Subgrade
Subgrade to receive HMA must comply with the compaction and elevation tolerance
specifications in the sections for the material involved. Subgrade must be free of loose and
extraneous material. If HMA is paved on existing base or pavement, remove loose paving
particles, dirt, and other extraneous material by any means including flushing and sweeping.
39-1.09C Tack Coat
Apply tack coat:
1. To existing pavement including planed surfaces
2. Between HMA layers
3. To vertical surfaces of-
3. 1. Curbs
3.2. Gutters
3.3. Construction joints
Before placing HMA, apply tack coat in 1 application at the minimum residual rate specified
for the condition of the underlying surface:
Book One- State Route 68 at San Benancio Road Intersection Improvements 156
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??? Minimum Re sidual Rates gallons per square yard)
CSS1/CSSIh, CRS1/CRS2, Asphalt Binder and
SS1/SSlh and RS1/RS2 and PMRS2/PMCRS2
HMA over: QS1h/CQSlh QS1/CQS1 and
Asphaltic Asphaltic PMRS2h/PMCRS2h
Emulsion Emulsion As haltic Emulsion
New HMA between layers) 0.02 0.03 0.02
Existing AC and PCC pavement 0.03 0.04 0.03
Planed pavement 0.05 0.06 0.04
Minimum Re sidual Rates allons per square yard)
CSS1/CSS1h, CRS1/CRS2, Asphalt Binder and
SS1/SSlh and RS1/RS2 and PMRS2/PMCRS2
OGFC over: QS1h/CQS1h QS1/CQS1 and
Asphaltic Asphaltic PMRS2h/PMCRS2h
Emulsion Emulsion Asphaltic Emulsion
New HMA 0.03 0.04 0.03
Existing AC and PCC pavement 0.05 0.06 0.04
Planed pavement 0.06 0.07 0.05
If you dilute asphaltic emulsion, mix until homogeneous before application.
Apply to vertical surfaces with a residual tack coat rate that will thoroughly coat the vertical
face without running off.
If you request in writing and the Engineer authorizes, you may:
1. Change tack coat rates
2. Omit tack coat between layers of new HMA during the same work shift if-
2. 1. No dust, dirt, or extraneous material is present
2.2. The surface is at least 140 F
Immediately in advance of placing HMA, apply additional tack coat to damaged areas or
where loose or extraneous material is removed.
Close areas receiving tack coat to traffic. Do not track tack coat onto pavement surfaces
beyond the job site.
Asphalt binder tack coat must be between 285 F and 350 F when applied.
39-1.09D Geosynthetic Pavement Interlayer
Place geosynthetic pavement interlayer in compliance with the manufacturer's
recommendations.
Before placing the geosynthetic pavement interlayer and asphalt binder:
1. Repair cracks 1/4 inch and wider, spalls, and holes in the pavement. The State pays for
this repair work under Section 4-1.03D, Extra Work."
2. Clean the pavement of loose and extraneous material.
Immediately before placing the interlayer, apply 0.25 gallon 0.03 gallon of asphalt binder
per square yard of interlayer or until the fabric is saturated. Apply asphalt binder the width of
the geosynthetic pavement interlayer plus 3 inches on each side. At interlayer overlaps, apply
asphalt binder on the lower interlayer the same overlap distance as the upper interlayer.
Tack Coat Application Rates for HMA Type A, Type B, and RHMA-G
Tack Coat Application Rates for OGFC
Book One- State Route 68 at San Benancio Road Intersection Improvements 157
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Align and place the interlayer with no overlapping wrinkles, except a wrinkle that overlaps
may remain if it is less than 1/2 inch thick. If the overlapping wrinkle is more than 1/2 inch
thick, cut the wrinkle out and overlap the interlayer no more than 2 inches.
The minimum HMA thickness over the interlayer must be 0.12 foot thick including conform
tapers. Do not place the interlayer on a wet or frozen surface.
Overlap the interlayer borders between 2 inches and 4 inches. In the direction of paving,
overlap the following roll with the preceding roll at any break.
You may use rolling equipment to correct distortions or wrinkles in the interlayer.
If asphalt binder tracked onto the interlayer or brought to the surface by construction
equipment causes interlayer displacement, cover it with a small quantity of HMA.
Before placing HMA on the interlayer, do not expose the interlayer to:
1. Traffic except for crossings under traffic control and only after you place a small HMA
quantity
2. Sharp turns from construction equipment
3. Damaging elements
Pave HMA on the interlayer during the same work shift.
39-1.10 SPREADING AND COMPACTING EQUIPMENT
Paving equipment for spreading must be:
1. Self-propelled
2. Mechanical
3. Equipped with a screed or strike-off assembly that can distribute HMA the full width of a
traffic lane
4. Equipped with a full-width compacting device
5. Equipped with automatic screed controls and sensing devices that control the thickness,
longitudinal grade, and transverse screed slope
Install and maintain grade and slope references.
The screed must produce a uniform HMA surface texture without tearing, shoving, or
gouging.
The paver must not leave marks such as ridges and indentations unless you can eliminate
them by rolling.
Rollers must be equipped with a system that prevents HMA from sticking to the wheels.
You may use a parting agent that does not damage the HMA or impede the bonding of layers.
In areas inaccessible to spreading and compacting equipment:
1. Spread the HMA by any means to obtain the specified lines, grades and cross sections.
2. Use a pneumatic tamper, plate compactor, or equivalent to achieve thorough compaction.
39-1.11 TRANSPORTING, SPREADING, AND COMPACTING
Do not pave HMA on a wet pavement or frozen surface.
You may deposit HMA in a windrow and load it in the paver if:
1. Paver is equipped with a hopper that automatically feeds the screed
2. Loading equipment can pick up the windrowed material and deposit it in the paver
hopper without damaging base material
3. Activities for deposit, pick-up, loading, and paving are continuous
Book One- State Route 68 at San Benancio Road Intersection Improvements 158
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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10-111065;-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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NO.-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
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NO.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???4. HMA temperature in the windrow does not fall below 260 F
You may pave HMA in 1 or more layers on areas less than 5 feet wide and outside the
traveled way including shoulders. You may use mechanical equipment other than a paver for
these areas. The equipment must produce a uniform smoothness and texture.
HMA handled, spread, or windrowed must not stain the finished surface of any improvement
including pavement.
Do not use petroleum products such as kerosene or diesel fuel to release HMA from trucks,
spreaders, or compactors.
HMA must be free of.
1. Segregation
2. Coarse or fine aggregate pockets
3. Hardened lumps
Longitudinal joints in the top layer must match specified lane edges. Alternate longitudinal
joint offsets in lower layers at least 0.5 foot from each side of the specified lane edges. You may
request in writing other longitudinal joint placement patterns.
Until the adjoining through lane's top layer has been paved, do not pave the top layer of:
1. Shoulders
2. Tapers
3. Transitions
4. Road connections
5. Driveways
6. Curve widenings
7. Chain control lanes
8. Turnouts
9. Turn pockets
If the number of lanes change, pave each through lane's top layer before paving a tapering
lane's top layer. Simultaneous to paving a through lane's top layer, you may pave an adjoining
area's top layer including shoulders. Do not operate spreading equipment on any area's top layer
until completing final compaction.
If HMA leveling) is specified, fill and level irregularities and ruts with HMA before
spreading HMA over base, existing surfaces, or bridge decks. You may use mechanical
equipment other than a paver for these areas. The equipment must produce a uniform
smoothness and texture. HMA used to change an existing surface's cross slope or profile is not
HMA leveling).
If placing HMA against the edge of existing pavement, sawcut or grind the pavement straight
and vertical along the joint and remove extraneous material without damaging the surface
remaining in place. If placing HMA against the edge of a longitudinal or transverse construction
joint and the joint is damaged or not placed to a neat line, sawcut or grind the pavement straight
and vertical along the joint and remove extraneous material without damaging the surface
remaining in place. Repair or remove and replace damaged pavement at your expense.
Rolling must leave the completed surface compacted and smooth without tearing, cracking,
or shoving. Complete finish rolling activities before the pavement surface temperature is:
1. Below 150 F for HMA with unmodified binder
2. Below 140 F for HMA with modified binder
Book One- State Route 68 at San Benancio Road Intersection Improvements 159
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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WORKS-U012
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SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
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OF-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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B.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???3. Below 200 F for RHMA-G
If a vibratory roller is used as a finish roller, turn the vibrator off.
Do not use a pneumatic tired roller to compact RHMA-G.
For Standard and QC/QA, if a 3/4-inch aggregate grading is specified, you may use a 1/2-
inch aggregate grading if the specified paved thickness is from 0.15 foot to 0.20 foot thick.
Spread and compact HMA under Section 39-3.03, Spreading and Compacting Equipment,"
and Section 39-3.04, Transporting, Spreading, and Compacting," for any of the following:
1. Specified paved thickness is less than 0.15 foot.
2. Specified paved thickness is less than 0.20 foot and a 3/4-inch aggregate grading is
specified and used.
3. You spread and compact at:
3.1. Asphalt concrete surfacing replacement areas
3.2. Leveling courses
3.3. Areas the Engineer determines conventional compaction and compaction
measurement methods are impeded
Do not allow traffic on new HMA pavement until its mid-depth temperature is below 160 F.
If you request in writing and the Engineer authorizes, you may cool HMA Type A and Type
B with water when rolling activities are complete. Apply water under Section 17, Watering."
Spread sand at a rate between 1 pound and 2 pounds per square yard on new RHMA-G,
RHMA-O, and RHMA-O-HB pavement when finish rolling is complete. Sand must be free of
clay or organic matter. Sand must comply with Section 90-3.03, Fine Aggregate Grading."
Keep traffic off the pavement until spreading sand is complete.
39-1.12 SMOOTHNESS
39-1.12A General
Determine HMA smoothness with a profilograph and a straightedge.
Smoothness specifications do not apply to OGFC placed on existing pavement not
constructed under the same project.
If portland cement concrete is placed on HMA:
1. Cold plane the HMA finished surface to within specified tolerances if it is higher than the
grade specified by the Engineer.
2. Remove and replace HMA if the finished surface is lower than 0.05 foot below the grade
specified by the Engineer.
39-1.12B Straightedge
The HMA pavement top layer must not vary from the lower edge of a 12-foot long
straightedge:
1. More than 0.01 foot when the straight edge is laid parallel with the centerline
2. More than 0.02 foot when the straightedge is laid perpendicular to the centerline and
extends from edge to edge of a traffic lane
3. More than 0.02 foot when the straightedge is laid within 24 feet of a pavement conform
Book One- State Route 68 at San Benancio Road Intersection Improvements 160
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???39-1.12C Profilograph
Under California Test 526, determine the zero null) blanking band Profile Index Plo) and
must-grinds on the top layer of HMA Type A, Type B, and RHMA-G pavement. Take 2 profiles
within each traffic lane, 3 feet from and parallel with the edge of each lane.
A must-grind is a deviation of 0.3 inch or more in a length of 25 feet. You must correct
must-grinds.
For OGFC, only determine must-grinds when placed over HMA constructed under the same
project. The top layer of the underlying HMA must comply with the smoothness specifications
before placing OGFC.
Profile pavement in the Engineer's presence. Choose the time of profiling.
On tangents and horizontal curves with a centerline radius of curvature 2,000 feet or more,
the Plo must be at most 3 inches per 0.1-mile section.
On horizontal curves with a centerline radius of curvature between 1,000 feet and 2,000 feet
including pavement within the superelevation transitions, the Plo must be at most 6 inches per
0.1-mile section.
Before the Engineer accepts HMA pavement for smoothness, submit written final
profilograms.
Submit 1 electronic copy of profile information in Microsoft Excel and 1 electronic copy of
longitudinal pavement profiles in erd" format or other ProVAL compatible format to the
Engineer and to:
Smoothness@dot.ca.gov
The following HMA pavement areas do not require a PIo. You must measure these areas
with a 12-foot straightedge and determine must-grinds with a profilograph:
1. New HMA with a total thickness less than or equal to 0.25 foot
2. HMA sections of city or county streets and roads, turn lanes and collector lanes that are
less than 1,500 feet in length
The following HMA pavement areas do not require a Plo. You must measure these areas
with a 12-foot straightedge:
1. Horizontal curves with a centerline radius of curvature less than 1,000 feet including
pavement within the superelevation transitions of those curves
2. Within 12 feet of a transverse joint separating the pavement from:
2.1. Existing pavement not constructed under the same project
2.2. A bridge deck or approach slab
3. Exit ramp termini, truck weigh stations, and weigh-in-motion areas
4. If steep grades and superelevation rates greater than 6 percent are present on:
4.1. Ramps
4.2. Connectors
5. Turn lanes
6. Areas within 15 feet of manholes or drainage transitions
7. Acceleration and deceleration lanes for at-grade intersections
8. Shoulders and miscellaneous areas
Book One- State Route 68 at San Benancio Road Intersection Improvements 161
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???9. HMA pavement within 3 feet from and parallel to the construction joints formed between
curbs, gutters, or existing pavement
39-1.12D Smoothness Correction
If the top layer of HMA Type A, Type B, or RHMA-G pavement does not comply with the
smoothness specifications, grind the pavement to within tolerances, remove and replace it, or
place a layer of HMA. The Engineer must authorize your choice of correction before the work
begins.
Remove and replace the areas of OGFC not in compliance with the must-grind and
straightedge specifications, except you may grind OGFC for correcting smoothness:
1. At a transverse joint separating the pavement from pavement not constructed under the
same project
2. Within 12 feet of a transverse joint separating the pavement from a bridge deck or
approach slab
Corrected HMA pavement areas must be uniform rectangles with edges:
1. Parallel to the nearest HMA pavement edge or lane line
2. Perpendicular to the pavement centerline
Measure the corrected HMA pavement surface with a profilograph and a 12-foot straightedge
and correct the pavement to within specified tolerances. If a must-grind area or straightedged
pavement cannot be corrected to within specified tolerances, remove and replace the pavement.
On ground areas not overlaid with OGFC, apply fog seal coat under Section 37-1, Seal
Coats."
39-1.13 MISCELLANEOUS AREAS AND DIKES
Miscellaneous areas are outside the traveled way and include:
1. Median areas not including inside shoulders
2. Island areas
3. Sidewalks
4. Gutters
5. Gutter flares
6. Ditches
7. Overside drains
8. Aprons at the ends of drainage structures
Spread miscellaneous areas in 1 layer and compact to the specified lines and grades.
For miscellaneous areas and dikes:
1. Do not submit a JMF.
2. Choose the 3/8-inch or 1/2-inch HMA Type A and Type B aggregate gradations.
3. Minimum asphalt binder content must be 6.8 percent for 3/8-inch aggregate and 6.0
percent for 1/2-inch aggregate. If you request in writing and the Engineer authorizes, you
may reduce the minimum asphalt binder content.
4. Choose asphalt binder Grade PG 70-10 or the same grade specified for HMA.
Book One- State Route 68 at San Benancio Road Intersection Improvements 162
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???39-2 STANDARD
39-2.01 DESCRIPTION
If HMA is specified as Standard, construct it under Section 39-1, General," this Section 39-
2, Standard," and Section 39-5, Measurement and Payment."
39-2.02 CONTRACTOR QUALITY CONTROL
39-2.02A Quality Control Plan
Establish, implement, and maintain a Quality Control Plan QCP) for HMA. The QCP must
describe the organization and procedures you will use to:
1. Control the quality characteristics
2. Determine when corrective actions are needed action limits)
3. Implement corrective actions
When you submit the proposed JMF, submit the written QCP. You and the Engineer must
discuss the QCP during the prepaving conference.
The QCP must address the elements affecting HMA quality including:
1. Aggregate
2. Asphalt binder
3. Additives
4. Production
5. Paving
The Engineer reviews each QCP within 5 business days from the submittal. Hold HMA
production until the Engineer accepts the QCP in writing. The Engineer's QCP acceptance does
not mean your compliance with the QCP will result in acceptable HMA. Section 39-1.05,
Engineer's Acceptance," specifies HMA acceptance.
39-2.02B Quality Control Testing
Perform sampling and testing at the specified frequency for the following quality
characteristics:
Book One- State Route 68 at San Benancio Road Intersection Improvements 163
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Minimum Ouali Control Standard
Quality Test Minimum HMA Type
Characteristic Method Sampling
and A B RHMA-G OGFC
Testing
Frequency
Aggregate gradationa CT 202 1 per 750 JMF b JMF JMF JMF
t
d
Tolerance b
Tolerance b
Tolerance b
Tolerance
Sand equivalent CT 217 ons an 47 42 47
min.) any
i
i
Asphalt binder
CT 379 or rema
n
ng
part
JMF 0.45
JMF 0.45
JMF 0.50
JMF 0.50
content %) 382
HMA moisture CT 226 or 1 per 1.0 1.0 1.0 1.0
content %, max.) CT 370 2,500 tons
but not
less than I
per paving
day
Percent of maximum Quality 2 per 91 97 91 97 91 97
theoretical density control business
%) d, e plan day min.)
Stabilometer value CT 366 One per
min.) c f 4,000 tons
No. 4 and 3/8" or 2 per 5 30 30
gradings business
1/2" and 3/4" days, 37 35 23
gradin s which-
Air voids content CT 367 ever is 4+2 4 2 Specification
%) c, B more 2
Aggregate moisture CT 226 or
content at CT 370
continuous mixing
plants and RAP 2 per day
moisture content at during
production
continuous mixing
plants and batch
mixing plants h
Percent of crushed CT 205
particles coarse
aggregate %, min.)
One fractured As 90 25 90
face
Two fractured necessary 75 90 75
faces designat
o
Fine aggregate ed in the
mi
n)
Passing No. 4
QCP.
At
sieve and least once
retained on No. per project
8 sieve.)
One fractured 70 20 70 90
face
Los Angeles Rattler CT 211
%, max.)
Loss at 100 rev. 12 12 12
Loss at 500 rev. 45 50 40 40
Flat and elongated ASTM D Report only Report only Report only Report only
particles %, max. 4791
by weight 5:1)
Book One- State Route 68 at San Benancio Road Intersection Improvements 164
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Fine aggregate AASHTO
angularity %, min.) T 304, 45 45 45
Method A
Voids filled with LP-3
asphalt %)'
No. 4 grading 76.0-80.0 76.0-80.0 Report only
3/8" grading 73.0-76.0 73.0-76.0
1/2" grading 65.0-75.0 65.0-75.0
3/4" grading 65.0-75.0 65.0-75.0
Voids in mineral LP-2
aggregate % min.)'
No. 4 grading 17.0 17.0
3/8" grading 15.0 15.0
1/2" grading 14.0 14.0 18.0 23.0
3/4" gradin 13.0 13.0 18.0 23.0
Dust proportion' LP-4
No. 4 and 3/8"
gradings 0.9-2.0 0.9-2.0 Report only
1/2" and 3/4"
gradings 0.6-1.3 0.6-1.3
Smoothness Section 12-foot 12-foot 12-foot 12-foot
39-1.12 straightedge, straightedge, straightedge, straightedge
must-grind, must-grind, must-grind, and must-
and PIo and PIo and Plo rind
Asphalt rubber Section Section
binder viscosity 39-1.02D 39-1.04C 1,500 4,000 1,500 4,000
350 F, centipoises
Asphalt modifier Section Section Section 39- Section 39-
39-1.02D 39-1.04C 1.02D 1.02D
Crumb rubber Section Section Section 39- Section 39-
modifier 39-1.02D 39-1.04C 1.02D 1.02D
Notes:
a Determine combined aggregate gradation containing RAP under Laboratory Procedure LP-9.
b The tolerances must comply with the allowable tolerances in Section 39-1.02E, Aggregate."
Report the average of 3 tests from a single split sample.
d Required for HMA Type A, Type B, and RHMA-G if the specified paved thickness is at least 0.15 foot.
Determine maximum theoretical density California Test 309) at the frequency specified for Test Maximum
Density under California Test 375, Part S.D.
f Modify California Test 304, Part 2.B.2.c: After compaction in the mechanical compactor, cool to 140 F + 5 F
by allowing the briquettes to cool at room temperature for 0.5 hour, then place the briquettes in the oven at 140 F
for a minimum of 2 hours and not more than 3 hours."
S Determine the bulk specific gravity of each lab-compacted briquette under California Test 308, Method A, and
theoretical maximum specific gravity under California Test 309.
h For adjusting the plant controller at the HMA plant.
Report only if the adjustment for asphalt binder content target value is less than or equal to f 0.3 percent from
OBC.
Voids in mineral aggregate for RHMA-G must be within this range.
For any single quality characteristic except smoothness, if 2 consecutive quality control test
results do not comply with the action limits or specifications:
1. Stop production.
2. Notify the Engineer in writing.
3. Take corrective action.
4. Demonstrate compliance with the specifications before resuming production and
placement on the State highway.
Book One- State Route 68 at San Benancio Road Intersection Improvements 165
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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AT-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???39-2.03 ENGINEER'S ACCEPTANCE
39-2.03A Testing
The Engineer samples for acceptance testing and tests for:
Book One- State Route 68 at San Benancio Road Intersection Improvements 166
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Quality Characteristic Test HMA Type
Method A B RHMA-G OGFC
Aggreg ate ra dation a CT 202 JMF JMF JMF JMF
Sieve 3/4" 1/2" 3/8" Tolerance Tolerance Tolerance' Tolerance
1/2" X
3/8" X
No. 4 X
No.8 X X X
No.200 X X X
Sand equivalent min.) CT 217 47 42 47
Asphalt binder content %) CT 379 or JMF 0.45 JMF 0.45 JMF 0.50 JMF 0.50
382
HMA moisture content %, CT 226 or 1.0 1.0 1.0 1.0
max.) CT 370
Percent of maximum CT 375 91 97 91 97 91 97
theoretical density %) e, f
Stabilometer value min.) s CT 366
No. 4 and 3/8" gradings 30 30
1/2" and 3/4" gradings 37 35 23
Air voids content CT 367 4 2 4 2 Specification
2
Percent of crushed particles CT 205
Coarse aggregate %, min.)
One fractured face 90 25 90
Two fractured faces 75 90 75
Fine aggregate %, min)
Passing No. 4 sieve and
retained on No. 8 sieve.)
One fractured face 70 20 70 90
Percent of crushed particles CT 205
Coarse aggregate %, min.)
One fractured face 90 25 90
Two fractured faces 75 90 75
Los Angeles Rattler %, CT 211
max.) 12 12 12
Loss at 100 rev. 45 50 40 40
Loss at 500 rev.
Fine aggregate angularity %, AASHTO
min.) T 304, 45 45 45
Method A
Flat and elongated particles ASTM D Report only Report only Report only Report only
%, max. by weight 5:1) 4791
Voids filled with asphalt LP-3
No. 4 grading 76.0-80.0 76.0-80.0 Report only
3/8" grading 73.0-76.0 73.0-76.0
1/2" grading 65.0-75.0 65.0-75.0
3/4" grading 65.0-75.0 65.0-75.0
Voids in mineral aggregate LP-2
% min.)'
No. 4 grading 17.0 17.0
3/8" grading 15.0 15.0
1/2" grading 14.0 14.0 18.0 23.0-'.
3/4" grading 13.0 13.0 18.0 23.0'
Dust proportion' LP-4
No. 4 and 3/8" gradings 0.9-2.0 0.9-2.0 Report only
1/2" and 3/4" gradings 0.6-1.3 0.6-1.3
Smoothness Section 12-foot 12-foot 12-foot 12-foot
HMA Acceptance Standard
Book One- State Route 68 at San Benancio Road Intersection Improvements 167
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??? 39-1.12 straightedge, straightedge, straightedge, straightedge
must-grind, must-grind, and must-grind, and and must-grind
and PIo Plo PIo
Asphalt binder Various Section 92 Section 92 Section 92 Section 92
Asphalt rubber binder Various Section 92- Section 92-
1.02(C) and 1.02(C) and
Section 39- Section 39-
1.02D 1.02D
Asphalt modifier Various Section 39- Section 39-
1.02D 1.02D
Crumb rubber modifier Various Section 39- Section 39-
1.02D 1.02D
a The Engineer determines combined aggregate gradations containing RAP under Laboratory Procedure LP-9.
b X" denotes the sieves the Engineer considers for the specified aggregate gradation.
The tolerances must comply with the allowable tolerances in Section 39-1.02E, Aggregate."
d The Engineer reports the average of 3 tests from a single split sample.
The Engineer determines percent of maximum theoretical density if the specified paved thickness is at least 0.15
foot under California Test 375 except the Engineer uses:
1. California Test 308, Method A, to determine in-place density of each density core instead of using the
nuclear gauge in Part 4, Determining In-Place Density By The Nuclear Density Device."
2. California Test 309 to determine maximum theoretical density instead of calculating test maximum density
in Part 5, Determining Test Maximum Density."
f The Engineer determines maximum theoretical density California Test 309) at the frequency specified for Test
Maximum Density under California Test 375, Part 5.D.
S Modify California Test 304, Part 2.B.2.c: After compaction in the mechanical compactor, cool to 140 F 5 F
by allowing the briquettes to cool at room temperature for 0.5 hour, then place the briquettes in the oven at 140 F
for a minimum of 2 hours and not more than 3 hours."
h The Engineer determines the bulk specific gravity of each lab-compacted briquette under California Test 308,
Method A, and theoretical maximum specific gravity under California Test 309.
Report only if the adjustment for asphalt binder content target value is less than or equal to 0.3 percent from
OBC.
Voids in mineral aggregate for RHMA-G must be within this range.
No single test result may represent more than the smaller of 750 tons or 1 day's production.
For any single quality characteristic except smoothness, if 2 consecutive acceptance test
results do not comply with the specifications:
1. Stop production.
2. Take corrective action.
3. In the Engineer's presence, take samples and split each sample into 4 parts. Test 1 part
for compliance with the specifications and submit 3 parts to the Engineer. The Engineer
tests 1 part for compliance with the specifications and reserves and stores 2 parts.
4. Demonstrate compliance with the specifications before resuming production and
placement on the State highway.
The Engineer tests the density core you take from each 250 tons of HMA production. The
Engineer determines the percent of maximum theoretical density for each density core by
determining the density core's density and dividing by the maximum theoretical density.
If the specified total paved thickness is at least 0.15 foot and any layer is less than 0.15 foot,
the Engineer determines the percent of maximum theoretical density from density cores taken
from the final layer measured the full depth of the total paved HMA thickness.
For percent of maximum theoretical density, the Engineer determines a deduction for each
test result outside the specifications in compliance with:
Book One- State Route 68 at San Benancio Road Intersection Improvements 168
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???HMA Type A and B
and RHMA-G
Percent of Maximum
Theoretical Density Reduced Payment
Factor HMA Type A and B
and RHMA-G
Percent of Maximum
Theoretical Density Reduced Payment
Factor
91.0 0.0000 97.0 0.0000
90.9 0.0125 97.1 0.0125
90.8 0.0250 97.2 0.0250
90.7 0.0375 97.3 0.0375
90.6 0.0500 97.4 0.0500
90.5 0.0625 97.5 0.0625
90.4 0.0750 97.6 0.0750
90.3 0.0875 97.7 0.0875
90.2 0.1000 97.8 0.1000
90.1 0.1125 97.9 0.1125
90.0 0.1250 98.0 0.1250
89.9 0.1375 98.1 0.1375
89.8 0.1500 98.2 0.1500
89.7 0.1625 98.3 0.1625
89.6 0.1750 98.4 0.1750
89.5 0.1875 98.5 0.1875
89.4 0.2000 98.6 0.2000
89.3 0.2125 98.7 0.2125
89.2 0.2250 98.8 0.2250
89.1 0.2375 98.9 0.2375
89.0 0.2500 99.0 0.2500
89.0 Remove and Replace 99.0 Remove and Replace
39-2.04 TRANSPORTING, SPREADING, AND COMPACTING
Determine the number of rollers needed to obtain the specified density and surface finish.
39-3 METHOD
39-3.01 DESCRIPTION
If HMA is specified as Method, construct it under Section 39-1, General," this Section 39-3,
Method," and Section 39-5, Measurement and Payment."
39-3.02 ENGINEER'S ACCEPTANCE
39-3.02A Testing
The Engineer samples for acceptance testing and tests for:
Reduced Pay ment Factors for Percent of Maximum Theoretical Densi
Book One- State Route 68 at San Benancio Road Intersection Improvements 169
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Quality Characteristic Test HMA Type
Method A B RHMA-G OGFC
Aggregate gradation a CT 202 JMF JMF JMF JMF
Tolerance b Tolerance b Tolerance b Tolerance b
Sand equivalent min.) C CT 217 47 42 47
Asphalt binder content %) CT 379 or JMF 0.45 JMF 0.45 JMF 0.50 JMF 0.50
382
HMA moisture content %, CT 226 or 1.0 1.0 1.0 1.0
max.) CT 370
Stabilometer value min.) C' CT 366
d
No. 4 and 3/8" 30 30
gradings
1/2" and 3/4" gradings 37 35 23
Percent of crushed CT 205
particles
Coarse aggregate % min.)
One fractured face 90 25 90
Two fractured faces 75 90 75
Fine aggregate % min)
Passing No. 4 sieve
and retained on No. 8
sieve.)
One fractured face 70 20 70 90
Los Angeles Rattler % CT 211
max.)
Loss at 100 rev. 12 12 12
Loss at 500 rev. 45 50 40 40
Air voids content %) C. e CT 367 4 2 4 2 Specification
2
Fine aggregate angularity AASHTO
% min.) T 304, 45 45 45
Method A
Flat and elongated particles ASTM D
% max. by weight 5:1) 4791 Report only Report only Report only Report only
Voids filled with asphalt LP-3
%), Report only
No. 4 grading 76.0-80.0 76.0-80.0
3/8" grading 73.0-76.0 73.0-76.0
1/2" grading 65.0-75.0 65.0-75.0
3/4" grading 65.0-75.0 65.0-75.0
Voids in mineral aggregate LP-2
% min.)'
No. 4 grading 17.0 17.0
3/8" grading 15.0 15.0
1/2" grading 14.0 14.0 18.0-23.09
3/4" grading 13.0 13.0 18.0-23.09
Dust proportion LP-4
No. 4 and 3/8" 0.9-2.0 0.9-2.0 Report only
gradings 0.6-1.3 0.6-1.3
1/2" and 3/4" gradin s
Smoothness Section 12-foot 12-foot 12-foot 12-foot
39-1.12 straightedge straightedge straightedge straightedge
and must-grind and must-grind and must-grind and must-grind
Asphalt binder Various Section 92 Section 92 Section 92 Section 92
Asphalt rubber binder Various Section 92- Section 92-
1.02(C) and 1.02(C) and
Section 39- Section 39-
1.02D 1.02D
HMA Acceptance Method
Book One- State Route 68 at San Benancio Road Intersection Improvements 170
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Asphalt modifier Various Section 39- Section 39-
1.02D 1.02D
Crumb rubber modifier Various Section 39- Section 39-
1.02D 1.02D
a The Engineer determines combined aggregate gradations containing RAP under Laboratory Procedure LP-9.
b The tolerances must comply with the allowable tolerances in Section 39-1.02E, Aggregate."
The Engineer reports the average of 3 tests from a single split sample.
d Modify California Test 304, Part 2.B.2.c: After compaction in the mechanical compactor, cool to 140 F 5 F by
allowing the briquettes to cool at room temperature for 0.5 hour, then place the briquettes in the oven at 140 F for a
minimum of 2 hours and not more than 3 hours."
The Engineer determines the bulk specific gravity of each lab-compacted briquette under California Test 308,
Method A, and theoretical maximum specific gravity under California Test 309.
f Report only if the adjustment for asphalt binder content target value is less than or equal to 0.3 percent from
OBC.
t: Voids in mineral aggregate for RHMA-G must be within this range.
No single test result may represent more than the smaller of 750 tons or 1 day's production.
For any single quality characteristic except smoothness, if 2 consecutive acceptance test
results do not comply with the specifications:
1. Stop production.
2. Take corrective action.
3. In the Engineer's presence, take samples and split each sample into 4 parts. Test 1 part
for compliance with the specifications and submit 3 parts to the Engineer. The Engineer
tests 1 part for compliance with the specifications and reserves and stores 2 parts.
4. Demonstrate compliance with the specifications before resuming production and
placement on the State highway.
39-3.03 SPREADING AND COMPACTING EQUIPMENT
Each paver spreading HMA Type A and Type B must be followed by 3 rollers:
1. One vibratory roller specifically designed to compact HMA. The roller must be capable
of at least 2,500 vibrations per minute and must be equipped with amplitude and
frequency controls. The roller's gross static weight must be at least 7.5 tons.
2. One oscillating type pneumatic-tired roller at least 4 feet wide. Pneumatic tires must be
of equal size, diameter, type, and ply. The tires must be inflated to 60 psi minimum and
maintained so that the air pressure does not vary more than 5 psi.
3. One steel-tired, 2-axle tandem roller. The roller's gross static weight must be at least 7.5
tons.
Each roller must have a separate operator. Rollers must be self-propelled and reversible.
Compact RHMA-G under the specifications for compacting HMA Type A and Type B
except do not use pneumatic-tired rollers.
Compact OGFC with steel-tired, 2-axle tandem rollers. If placing over 300 tons of OGFC
per hour, use at least 3 rollers for each paver. If placing less than 300 tons of OGFC per hour,
use at least 2 rollers for each paver. Each roller must weigh between 126 pounds to 172 pounds
per linear inch of drum width. Turn the vibrator off.
39-3.04 TRANSPORTING, SPREADING, AND COMPACTING
Pave HMA in maximum 0.25-foot thick compacted layers.
If the surface to be paved is both in sunlight and shade, pavement surface temperatures are
taken in the shade.
Book One- State Route 68 at San Benancio Road Intersection Improvements 171
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Spread HMA Type A and Type B only if atmospheric and surface temperatures are:
Compacted Layer
Thickness, feet Atmos heric,? F Surface,? F
Unmodified Asphalt
Binder Modified Asphalt
Binders Unmodified Asphalt
Binder Modified Asphalt
Binder a
0.15 55 50 60 55
0.15-0.25 45 45 50 50
Note:
a Except asphalt rubber binder.
If the asphalt binder for HMA Type A and Type B is:
1. Unmodified asphalt binder, complete:
1.1. First coverage of breakdown compaction before the surface temperature drops
below 250 OF
1.2. Breakdown and intermediate compaction before the surface temperature drops
below 200 OF
1.3. Finish compaction before the surface temperature drops below 150 OF
2. Modified asphalt binder, complete:
2.1. First coverage of breakdown compaction before the surface temperature drops
below 240 OF
2.2. Breakdown and intermediate compaction before the surface temperature drops
below 180 OF
2.3. Finish compaction before the surface temperature drops below 140 OF
For RHMA-G:
1. Only spread and compact if the atmospheric temperature is at least 55 OF and the surface
temperature is at least 60 OF.
2. Complete the first coverage of breakdown compaction before the surface temperature
drops below 280 OF.
3. Complete breakdown and intermediate compaction before the surface temperature drops
below 250 OF.
4. Complete finish compaction before the surface temperature drops below 200 OF.
5. If the atmospheric temperature is below 70 OF, cover loads in trucks with tarpaulins. The
tarpaulins must completely cover the exposed load until you transfer the mixture to the
paver's hopper or to the pavement surface.
For OGFC with unmodified asphalt binder:
1. Only spread and compact if the atmospheric temperature is at least 55 OF and the surface
temperature is at least 60 OF.
2. Complete first coverage using 2 rollers before the surface temperature drops below 240
OF.
3. Complete all compaction before the surface temperature drops below 200 OF.
Minimum Atmospheric and Surface Temperatures
Book One- State Route 68 at San Benancio Road Intersection Improvements 172
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???4. If the atmospheric temperature is below 70 OF, cover loads in trucks with tarpaulins. The
tarpaulins must completely cover the exposed load until you transfer the mixture to the
paver's hopper or to the pavement surface.
For OGFC with modified asphalt binder except asphalt rubber binder:
1. Only spread and compact if the atmospheric temperature is at least 50 OF and the surface
temperature is at least 50 OF.
2. Complete first coverage using 2 rollers before the surface temperature drops below 240
OF.
3. Complete all compaction before the surface temperature drops below 180 OF.
4. If the atmospheric temperature is below 70 OF, cover loads in trucks with tarpaulins. The
tarpaulins must completely cover the exposed load until you transfer the mixture to the
paver's hopper or to the pavement surface.
For RHMA-O and RHMA-O-HB:
1. Only spread and compact if the atmospheric temperature is at least 55 OF and surface
temperature is at least 60 OF.
2 Complete the 1st coverage using 2 rollers before the surface temperature drops below 280
OF.
3. Complete compaction before the surface temperature drops below 250 OF.
4. If the atmospheric temperature is below 70 OF, cover loads in trucks with tarpaulins. The
tarpaulins must completely cover the exposed load until the mixture is transferred to the
paver's hopper or to the pavement surface.
For RHMA-G and OGFC, tarpaulins are not required if the time from discharge to truck until
transfer to the paver's hopper or the pavement surface is less than 30 minutes.
HMA compaction coverage is the number of passes needed to cover the paving width. A
pass is 1 roller's movement parallel to the paving in either direction. Overlapping passes are part
of the coverage being made and are not a subsequent coverage. Do not start a coverage until
completing the prior coverage.
Start rolling at the lower edge and progress toward the highest part.
Perform breakdown compaction of each layer of HMA Type A, Type B, and RHMA-G with
3 coverages using a vibratory roller. The speed of the vibratory roller in miles per hour must not
exceed the vibrations per minute divided by 1,000. If the HMA layer thickness is less than 0.08
foot, turn the vibrator off. The Engineer may order fewer coverages if the HMA layer thickness
is less than 0.15 foot.
Perform intermediate compaction of each layer of HMA Type A and Type B with 3
coverages using a pneumatic-tired roller at a speed not to exceed 5 mph.
Perform finish compaction of HMA Type A, Type B, and RHMA-G with 1 coverage using a
steel-tired roller.
Compact OGFC with 2 coverages using steel-tired rollers.
39-4 QUALITY CONTROL / QUALITY ASSURANCE
39-4.01 DESCRIPTION
If HMA is specified as Quality Control / Quality Assurance, construct it under Section 39-1,
General," this Section 39-4, Quality Control / Quality Assurance," and Section 39-5,
Measurement and Payment."
Book One- State Route 68 at San Benancio Road Intersection Improvements 173
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???39-4.02 GENERAL
The QC / QA construction process consists of
1. Establishing, maintaining, and changing if needed a quality control system providing
assurance the HMA complies with the specifications
2. Sampling and testing at specified intervals, or sublots, to demonstrate compliance and to
control process
3. The Engineer sampling and testing at specified intervals to verify testing process and
HMA quality
4. The Engineer using test results, statistical evaluation of verified quality control tests, and
inspection to accept HMA for payment
A lot is a quantity of HMA. The Engineer designates a new lot when:
1. 20 sublots are complete
2. The JMF changes
3. Production stops for more than 30 days
Each lot consists of no more than 20 sublots. A sublot is 750 tons except HMA paved at
day's end greater than 250 tons is a sublot. If HMA paved at day's end is less than 250 tons, you
may either make this quantity a sublot or include it in the previous sublot's test results for
statistical evaluation.
39-4.03 CONTRACTOR QUALITY CONTROL
39-4.03A General
Use a composite quality factor, QFc, and individual quality factors, QFQCi, to control your
process and evaluate your quality control program. For quality characteristics without quality
factors, use your quality control plan's action limits to control process.
Control HMA quality including:
1.
2.
3.
4.
Materials
Proportioning
Spreading and compacting
Finished roadway surface
Develop, implement, and maintain a quality control program that includes:
1. Inspection
2. Sampling
3. Testing
39-4.03B Quality Control Plan
With the JMF submittal, submit a written Quality Control Plan QCP). The QCP must
comply with the Department's Quality Control Manual for Hot Mix Asphalt Production and
Placement. Discuss the QCP with the Engineer during the prepaving conference.
The Engineer reviews each QCP within 5 business days from the submittal. Hold HMA
production until the Engineer accepts the QCP in writing. The Engineer's QCP acceptance does
not mean your compliance with the QCP will result in acceptable HMA. Section 39-1.05,
Engineer's Acceptance," specifies HMA acceptance.
Book One- State Route 68 at San Benancio Road Intersection Improvements 174
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The QCP must include the name and qualifications of a Quality Control Manager. The
Quality Control Manager administers the QCP and during paving must be at the job site within 3
hours of receiving notice. The Quality Control Manager must not be any of the following on the
project:
1. Foreman
2. Production or paving crewmember
3. Inspector
4. Tester
The QCP must include action limits and details of corrective action you will take if a test
result for any quality characteristic falls outside an action limit.
As work progresses, you must submit a written QCP supplement to change quality control
procedures, personnel, tester qualification status, or laboratory accreditation status.
39-4.03C Quality Control Inspection, Sampling, And Testing
Sample, test, inspect, and manage HMA quality control.
Provide a roadway inspector while HMA paving activities are in progress. Provide a plant
inspector during HMA production.
Inspectors must comply with the Department's Quality Control Manual for Hot Mix Asphalt
Production and Placement.
Provide a testing laboratory and personnel for quality control testing. Provide the Engineer
unrestricted access to the quality control activities. Before providing services for the project, the
Engineer reviews, accredits, and qualifies the testing laboratory and personnel under the
Department's Independent Assurance Program.
The minimum random sampling and testing for quality control is:
Book One- State Route 68 at San Benancio Road Intersection Improvements 175
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Quality Test Min- HMA Type Location Max.
Characteristic Method imum of Report-
Sampl- Sampling ing Time
ing and Allow-
Testing ance
Frequen A B RHMA-G
cy
Aggregate CT 202 JMF JMF b JMF b CT 125
gradation a b
Tolerance Tolerance Tolerance
Loose
Mix
Asphalt binder CT 379 or 1 per JMF 0.45 JMF 0.45 JMF 0.5 Behind
content %) 382 750 tons Paver 24 hours
See CT
125
Percent of maximum
theoretical density QC Plan 92 96 92 96 91 96 QC Plan
%) C,d
Aggregate moisture
content at continuous
mixing plants and 2 per Stock-
RAP
CT 226 or
piles or
c
onttent at continuous CT 370 during cold feed
mixing plants and produc- belts
batch mixing plants e tion
Sanndj quivalent CT 217 750tons 47 42 47 CT 125 24 hours
1 per
2,500
tons but
HMA moisture CT 226 or not less 1.0 1.0 1.0 24 hours
content %,max.) CT 370 than 1
per
Loose
paving
Mix
day
hi
B
d
Stabilometer 1 per e
n
Paver
Value min.) f g 4,000
See CT
No. 4 and 3/8" CT 366 tons or 30 30 125
gradings 2 per 5
1/2" and 3/4" bus- 37 35 23 48 hours
gradings iness
days,
Air voids content
CT 367 which-
4 2
4 2 Specifica-
%)f h ever is tion 2
more
Minimum Quality Control QC / QA
Book One- State Route 68 at San Benancio Road Intersection Improvements 176
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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PLANS-U012
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E.-U012
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AUTHORIZING-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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B.-U012
CONSIDER-U012
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RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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PROGRAM-U012
STATE-U012
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68-U012
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D.-U012
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SPECIFICATIONS;-U012
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WORKS-U012
TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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OF-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Percent of crushed
particles coarse
aggregate % min.)
One fractured
face 90 25
Two fractured
faces 75 90
Fine aggregate % CT 205 CT 125
min)
Passing No. 4
sieve and
retained on No.
8 sieve.)
One fractured 70 20 70
face
Los Angeles Rattler
% max.)
Loss at 100 rev.
CT 211
As
12
12 CT 125
Loss at 500 rev. neces- 45 50 40
AASHTO sary and
Fine aggregate T 304, designat 45 45 45 CT 125
angularity % min.) Method A ed in
Flat and elongated ASTM D QCP.
At least Report Report Report
particle % o max. by
4791
er
once only only only CT 125
48 hours
weight 5:1) p
Voids filled with project.
asphalt %)'
No. 4 grading LP 3 76.0-80.0 76.0-80.0 Report only LP-3
3/8" grading 73.0-76.0 73.0-76.0
1/2" grading 65.0-75.0 65.0-75.0
3/4" grading 65.0-75.0 65.0-75.0
Voids in mineral
aggregate % min.)'
No. 4 grading LP 2 17.0 17.0 LP-2
3/8" grading 15.0 15.0
1/2" grading 14.0 14.0 18.0 23.0'
3/4" grading 13.0 13.0 18.0-23.01
Dust proportion'
No. 4 and 3/8" 0.9-2.0 0.9-2.0 Report only
gradings LP-4 0.6-1.3 0.6-1.3 LP-4
1/2" and 3/4"
gradings
Smoothness 12-foot 12-foot 12-foot
straight- straight- straight-
Section edge, edge, must- edge, must-
39-1.12 must- grind, and grind, and
grind, and Plo PIa
Plo
Asphalt rubber Section 1,500- Section
24 hours
binder viscosity 39-1.02D 4,000 39-1.02D
350 F, centipoises
Crumb rubber Section Section 39- Section 48 hours
modifier 39-1.02D 1.02D 39-1.02D
Notes:
a Determine combined aggregate gradation containing RAP under Laboratory Procedure LP-9.
b The tolerances must comply with the allowable tolerances in Section 39-1.02E, Aggregate."
Required for HMA Type A, Type B, and RHMA-G if the specified paved thickness is at least 0.15 foot.
d Determine maximum theoretical density California Test 309) at the frequency specified for test maximum
density under California Test 375, Part 5 D.
For adjusting the plant controller at the HMA plant.
Book One- State Route 68 at San Benancio Road Intersection Improvements 177
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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STATE-U012
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68-U012
AT-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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E.-U012
CONSIDER-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???f Report the average of 3 tests from a single split sample.
E Modify California Test 304, Part 2.B.2.c: After compaction in the mechanical compactor, cool to 140 IF 5 IF
by allowing the briquettes to cool at room temperature for 0.5 hour, then place the briquettes in the oven at 140 IF
for a minimum of 2 hours and not more than 3 hours."
h Determine the bulk specific gravity of each lab-compacted briquette under California Test 308, Method A, and
theoretical maximum specific gravity under California Test 309.
Report only if the adjustment for asphalt binder content target value is less than or equal to 0.3 percent from
OBC.
Voids in mineral aggregate for RHMA-G must be within this range.
Within the specified reporting time, submit written test results including:
1. Sampling location, quantity, and time
2. Testing results
3. Supporting data and calculations
If test results for any quality characteristic are beyond the action limits in the QCP, take
corrective actions. Document the corrective actions taken in the inspection records under
Section 39-4.03E, Records of Inspection and Testing."
Stop production, notify the Engineer in writing, take corrective action, and demonstrate
compliance with the specifications before resuming production and placement on the State
highway if:
1. A lot's composite quality factor, QFC, or an individual quality factor, QFQCi for i 3, 4, or
5, is below 0.90 determined under Section 39-4.03F, Statistical Evaluation"
2. An individual quality factor, QFQCi for i 1 or 2, is below 0.75
3. Quality characteristics for which a quality factor, QFQCi, is not determined has 2
consecutive acceptance or quality control tests not in compliance with the specifications
39-4.03D Charts And Records
Record sampling and testing results for quality control on forms provided in the Quality
Control Manual for Hot Mix Asphalt," or on forms you submit with the QCP. The QCP must
also include form posting locations and submittal times.
Submit quality control test results using the Department's statistical evaluation program,
HMAPay, available at
www.dot.ca.gov/hq/construc/hma/index.htm
39-4.03E Records Of Inspection And Testing
During HMA production, submit in writing a daily:
1. HMA Construction Daily Record of Inspection. Also make this record available at the
HMA plant and job site each day.
2. HMA Inspection and Testing Summary. Include in the summary:
2.1. Test forms with the testers' signatures and Quality Control Manager's initials.
2.2. Inspection forms with the inspectors' signatures and Quality Control Manager's
initials.
2.3. A list and explanation of deviations from the specifications or regular practices.
2.4. A signed statement by the Quality Control Manager that says:
Book One- State Route 68 at San Benancio Road Intersection Improvements 178
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???It is hereby certified that the information contained in this record is accurate, and
that information, tests, or calculations documented herein comply with the
specifications of the contract and the standards set forth in the testing procedures.
Exceptions to this certification are documented as part of this record."
Retain for inspection the records generated as part of quality control including inspection,
sampling, and testing for at least 3 years after final acceptance.
39-4.03F Statistical Evaluation
General
Determine a lot's composite quality factor, QFc, and the individual quality factors, QFQCi.
Perform statistical evaluation calculations to determine these quality factors based on quality
control test results for:
1. Aggregate gradation
2. Asphalt binder content
3. Percent of maximum theoretical density
The Engineer grants a waiver and you must use 1.0 as the individual quality factor for
percent of maximum theoretical density, QFQC5, for HMA paved in:
1. Areas where the specified paved thickness is less than 0.15 foot
2. Areas where the specified paved thickness is less than 0.20 foot and a 3/4-inch grading is
specified and used
3. Dig outs
4. Leveling courses
5. Areas where, in the opinion of the Engineer, compaction or compaction measurement by
conventional methods is impeded
Statistical Evaluation Calculations
Use the Variability-Unknown / Standard Deviation Method to determine the percentage of a
lot not in compliance with the specifications. The number of significant figures used in the
calculations must comply with AASHTO R- 11, Absolute Method.
Determine the percentage of work not in compliance with the specification limits for each
quality characteristic as follows:
1. Calculate the arithmetic mean X) of the test values
where:
x individual test values
n number of test values
2. Calculate the standard deviation
n Ex2)-(Ex) 2
S n(n-1)
Book One- State Route 68 at San Benancio Road Intersection Improvements 179
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???where:
y(x2) sum of the squares of individual test values
x)2 sum of the individual test values squared
n number of test values
3. Calculate the upper quality index Qu)
USL
Qu S
where:
USL target value plus the production tolerance or upper specification limit
s standard deviation
X arithmetic mean
4. Calculate the lower quality index QL);
X LSL
where:
LSL target value minus production tolerance or lower specification limit
s standard deviation
X arithmetic mean
5. From the table, Upper Quality Index Qu or Lower Quality Index QL, of this Section 39-
4.03F, Statistical Evaluation", determine Pu;
where:
Pu the estimated percentage of work outside the USL.
PU 0, when USL is not specified.
6. From the table, Upper Quality Index Qu or Lower Quality Index QL, of this Section 39-
4.03F, Statistical Evaluation," determine PL;
where:
PL the estimated percentage of work outside the LSL.
PL 0, when LSL is not specified.
7. Calculate the total estimated percentage of work outside the USL and LSL, percent
defective
Percent defective PU + PL
Pu and PL are determined from:
Book One- State Route 68 at San Benancio Road Intersection improvements 180
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???PU Upper Quality Index Qu or Lower Quality Index QL
or Sam le Size n)
PL 5 6 7 8 9 10-11 12-14 15-17 18-22 23-29 30-42 43-66 66
0 1.72 1.88 1.99 2.07 2.13 2.20 2.28 2.34 2.39 2.44 2.48 2.51 2.56
1 1.64 1.75 1.82 1.88 1.91 1.96 2.01 2.04 2.07 2.09 2.12 2.14 2.16
2 1.58 1.66 1.72 1.75 1.78 1.81 1.84 1.87 1.89 1.91 1.93 1.94 1.95
3 1.52 1.59 1.63 1.66 1.68 1.71 1.73 1.75 1.76 1.78 1.79 1.80 1.81
4 1.47 1.52 1.56 1.58 1.60 1.62 1.64 1.65 1.66 1.67 1.68 1.69 1.70
5 1.42 1.47 1.49 1.51 1.52 1.54 1.55 1.56 1.57 1.58 1.59 1.59 1.60
6 1.38 1.41 1.43 1.45 1.46 1.47 1.48 1.49 1.50 1.50 1.51 1.51 1.52
7 1.33 1.36 1.38 1.39 1.40 1.41 1.41 1.42 1.43 1.43 1.44 1.44 1.44
8 1.29 1.31 1.33 1.33 1.34 1.35 1.35 1.36 1.36 1.37 1.37 1.37 1.38
9 1.25 1.27 1.28 1.28 1.29 1.29 1.30 1.30 1.30 1.31 1.31 1.31 1.31
10 1.21 1.23 1.23 1.24 1.24 1.24 1.25 1.25 1.25 1.25 1.25 1.26 1.26
11 1.18 1.18 1.19 1.19 1.19 1.19 1.20 1.20 1.20 1.20 1.20 1.20 1.20
12 1.14 1.14 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15
13 1.10 1.10 1.10 1.10 1.10 1.10 1.11 1.11 1.11 1.11 1.11 1.11 1.11
14 1.07 1.07 1.07 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06
15 1.03 1.03 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02
16 1.00 0.99 0.99 0.99 0.99 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
17 0.97 0.96 0.95 0.95 0.95 0.95 0.94 0.94 0.94 0.94 0.94 0.94 0.94
18 0.93 0.92 0.92 0.92 0.91 0.91 0.91 0.91 0.90 0.90 0.90 0.90 0.90
19 0.90 0.89 0.88 0.88 0.88 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87
20 0.87 0.86 0.85 0.85 0.84 0.84 0.84 0.83 0.83 0.83 0.83 0.83 0.83
21 0.84 0.82 0.82 0.81 0.81 0.81 0.80 0.80 0.80 0.80 0.80 0.80 0.79
22 0.81 0.79 0.79 0.78 0.78 0.77 0.77 0.77 0.76 0.76 0.76 0.76 0.76
23 0.77 0.76 0.75 0.75 0.74 0.74 0.74 0.73 0.73 0.73 0.73 0.73 0.73
24 0.74 0.73 0.72 0.72 0.71 0.71 0.70 0.70 0.70 0.70 0.70 0.70 0.70
25 0.71 0.70 0.69 0.69 0.68 0.68 0.67 0.67 0.67 0.67 0.67 0.67 0.66
26 0.68 0.67 0.67 0.65 0.65 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.63
27 0.65 0.64 0.63 0.62 0.62 0.62 0.61 0.61 0.61 0.61 0.61 0.61 0.60
28 0.62 0.61 0.60 0.59 0.59 0.59 0.58 0.58 0.58 0.58 0.58 0.58 0.57
29 0.59 0.58 0.57 0.57 0.56 0.56 0.55 0.55 0.55 0.55 0.55 0.55 0.54
30 0.56 0.55 0.54 0.54 0.53 0.53 0.52 0.52 0.52 0.52 0.52 0.52 0.52
31 0.53 0.52 0.51 0.51 0.50 0.50 0.50 0.49 0.49 0.49 0.49 0.49 0.49
32 0.50 0.49 0.48 0.48 0.48 0.47 0.47 0.47 0.46 0.46 0.46 0.46 0.46
33 0.47 0.48 0.45 0.45 0.45 0.44 0.44 0.44 0.44 0.43 0.43 0.43 0.43
34 0.45 0.43 0.43 0.42 0.42 0.42 0.41 0.41 0.41 0.41 0.41 0.41 0.40
35 0.42 0.40 0.40 0.39 0.39 0.39 0.38 0.38 0.38 0.38 0.38 0.38 0.38
36 0.39 0.38 0.37 0.37 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36
37 0.36 0.35 0.34 0.34 0.34 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.32
38 0.33 0.32 0.32 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30
39 0.30 0.30 0.29 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28
40 0.28 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
41 0.25 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23
42 0.23 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
43 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18
44 0.16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
45 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
46 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10
47 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08
48 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05
49 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03
50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1. If the value of Qu or QL does not correspond to a value in the table, use the next lower value.
2. If Qu or QL are negative values, Pu or PL is equal to 100 minus the table value for Pt, or PL.
Quality Factor Determination
Determine individual quality factors, QFQCi, using percent defective PU + PL and:
Book One- State Route 68 at San Benancio Road Intersection Improvements 181
CONTRACT NO. 10-1 11065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??? Maximum Allowable Percent Defective PU + PL)
Quality Sample Size n)
Factor 5 6 7 8 9 10-11 12-14 15-17 18-22 23-29 30-42 43-66 66
1.05 0 0 0 0 0 0 0 0 0 0
1.04 0 1 3 5 4 4 4 3 3 3 3
1.03 0 2 4 6 8 7 7 6 5 5 4 4
1.02 1 3 6 9 11 10 9 8 7 7 6 6
1.01 0 2 5 8 11 13 12 11 10 9 8 8 7
1.00 22 20 18 17 16 15 14 13 12 11 10 9 8
0.99 24 22 20 19 18 17 16 15 14 13 11 10 9
0.98 26 24 22 21 20 19 18 16 15 14 13 12 10
0.97 28 26 24 23 22 21 19 18 17 16 14 13 12
0.96 30 28 26 25 24 22 21 19 18 17 16 14 13
0.95 32 29 28 26 25 24 22 21 20 18 17 16 14
0.94 33 31 29 28 27 25 24 22 21 20 18 17 15
0.93 35 33 31 29 28 27 25 24 22 21 20 18 16
0.92 37 34 32 31 30 28 27 25 24 22 21 19 18
0.91 38 36 34 32 31 30 28 26 25 24 22 21 19
0.90 39 37 35 34 33 31 29 28 26 25 23 22 20
0.89 41 38 37 35 34 32 31 29 28 26 25 23 21
0.88 42 40 38 36 35 34 32 30 29 27 26 24 22
0.87 43 41 39 38 37 35 33 32 30 29 27 25 23
0.86 45 42 41 39 38 36 34 33 31 30 28 26 24
0.85 46 44 42 40 39 38 36 34 33 31 29 28 25
0.84 47 45 43 42 40 39 37 35 34 32 30 29 27
0.83 49 46 44 43 42 40 38 36 35 33 31 30 28
0.82 50 47 46 44 43 41 39 38 36 34 33 31 29
0.81 51 49 47 45 44 42 41 39 37 36 34 32 30
0.80 52 50 48 46 45 44 42 40 38 37 35 33 31
0.79 54 51 49 48 46 45 43 41 39 38 36 34 32
0.78 55 52 50 49 48 46 44 42 41 39 37 35 33
0.77 56 54 52 50 49 47 45 43 42 40 38 36 34
0.76 57 55 53 51 50 48 46 44 43 41 39 37 35
0.75 58 56 54 52 51 49 47 46 44 42 40 38 36
60 57 55 53 52 51 48 47 45 43 41 40 37
61 58 56 55 53 52 50 48 46 44 43 41 38
Reject 62 59 57 56 54 53 51 49 47 45 44 42 39
63 61 58 57 55 54 52 50 48 47 45 43 40
64 62 60 58 57 55 53 51 49 48 46 44 41
Reject Val ues Greater Than Those Shown Above
Notes:
1. To obtain a quality factor when the estimated percent outside specification limits from table, Upper Quality
Index Qu or Lower Quality Index QL," does not correspond to a value in the table, use the next larger value.
Compute the composite of single quality factors, QFc, for a lot using:
|1013|
QFc 1't't QF Qc
i=1
where:
QFc= the composite quality factor for the lot rounded to 2 decimal places.
QFQci the quality factor for the individual quality characteristic.
w the weighting factor listed in the table HMA Acceptance QC / QA.
i the quality characteristic index number in the table HMA Acceptance
QC / QA.
Quality Factors
Book One- State Route 68 at San Benancio Road Intersection Improvements 182
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???39-4.04 ENGINEER'S QUALITY ASSURANCE
39-4.04A General
The Engineer assures quality by:
1. Reviewing mix designs and proposed JMF
2. Inspecting procedures
3. Conducting oversight of quality control inspection and records
4. Verification sampling and testing during production and paving
39-4.04B Verification Sampling And Testing
General
The Engineer samples:
1. Aggregate to verify gradation
2. HMA to verify asphalt binder content
Verification
For aggregate gradation and asphalt binder content, the ratio of verification testing frequency
to the minimum quality control testing frequency is 1:5. The Engineer performs at least 3
verification tests per lot.
Using the t-test, the Engineer compares quality control tests results for aggregate gradation
and asphalt binder content with corresponding verification test results. The Engineer uses the
average and standard deviation of up to 20 sequential sublots for the comparison. The Engineer
uses production start-up evaluation tests to represent the first sublot. When there are less than 20
sequential sublots, the Engineer uses the maximum number of sequential sublots available. The
21st sublot becomes the 1st sublot n 1) in the next lot.
The t-value for a group of test data is computed as follows:
t=
where:
and
S2_S,(rj 1)+S,?(n 1)
P rt,+r,-
nc Number of quality control tests 2 minimum, 20 maximum).
nv Number of verification tests minimum of 1 required).
X, Mean of quality control tests.
Xv Mean of verification tests.
Sp Pooled standard deviation When nv 1, Sp= Se).
Sc Standard deviation of quality control tests.
S? Standard deviation of verification tests when nv 1).
The comparison of quality control test results and the verification test results is at a level of
significance of a 0.025. The Engineer computes t and compares it to the critical t-value, teit,
from:
Book One- State Route 68 at San Benancio Road Intersection Improvements 183
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Critical T-Value
Degrees of freedom
n~+n?2) tcrjt
for a 0.025) Degrees of freedom
n~+n,,-2) tc.rr
for a 0.025)
1 24.452 18 2.445
2 6.205 19 2.433
3 4.177 20 2.423
4 3.495 21 2.414
5 3.163 22 2.405
6 2.969 23 2.398
7 2.841 24 2.391
8 2.752 25 2.385
9 2.685 26 2.379
10 2.634 27 2.373
11 2.593 28 2.368
12 2.560 29 2.364
13 2.533 30 2.360
14 2.510 40 2.329
15 2.490 60 2.299
16 2.473 120 2.270
17 2.458 co 2.241
If the t-value computed is less than or equal to torit, quality control test results are verified.
If the t-value computed is greater than tCi, and both X, and X, comply with acceptance
specifications, the quality control tests are verified. You may continue to produce and place
HMA with the following allowable differences:
1. X v X d 1.0 percent for any grading
2.
Xv Xc
0.1 percent for asphalt binder content
If the t-value computed is greater than tC17t and the X v X for grading and asphalt binder
content are greater than the allowable differences, quality control test results are not verified and:
1. The Engineer notifies you in writing.
2. You and the Engineer must investigate why the difference exist.
3. If the reason for the difference cannot be found and corrected, the Engineer's test results
are used for acceptance and pay.
39-4.05 ENGINEER'S ACCEPTANCE
39-4.05A Testing
The Engineer samples for acceptance testing and tests for:
Book One- State Route 68 at San Benancio Road Intersection Improvements 184
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Index Quality Characteristic Weight Test HMA Type
i) ing Method
Factor
A B RHMA-G
Aggreg ate gradati on a
Sieve 3/4" 1/2" 3/8"
1 1/2" X 0.0 CT 202 JMF f Tolerance
1 3/8" X 0.05
1 No.4 X 0.05
2 No.8 X X X 0.10
3 No. 200 X X X 0.15
4 Asphalt binder content %) 0.30 CT 379 or JMF 0.45 JMF + 0.45 JMF 0.5
382
5 Percent of maximum theoretical 0.40 CT 375 92 96 92 96 91 96
density %) d,,
Sand equivalent min.) CT 217 47 42 47
Stabilometer value min.) g CT 366
No. 4 and 3/8" gradings 30 30
1/2" and 3/4" gradings 37 35 23
Air voids content %)" CT 367 4 2 4 + 2 Specifica-
tion 2
Percent of crushed particles coarse CT 205
aggregate % min.)
One fractured face 90 25
Two fractured faces 70 90
Fine aggregate % min)
Passing No. 4 sieve and retained
on No. 8 sieve.)
One fractured face 70 20 70
HMA moisture content %, max.) CT 226 or 1.0 1.0 1.0
CT 370
Los Angeles Rattler % max.) CT 211
Loss at 100 rev. 12 12
Loss at 500 rev. 45 50 45
Fine aggregate angularity % min.) AASHTO 45 45 45
T 304,
Method A
Flat and elongated particle % max. ASTM D Report Report Report
by weight 5:1) 4791 only only only
Voids in mineral aggregate % min.)' Note j)
No. 4 grading 17.0 17.0
3/8" grading LP-2 15.0 15.0
1/2" grading 14.0 14.0 18.0-23.0
3/4" grading 13.0 13.0 18.0-23.0
Voids filled with asphalt %)'
No. 4 grading LP-3 76.0-80.0 76.0-80.0 Report
3/8" grading 73.0-76.0 73.0-76.0 only
1/2" grading 65.0-75.0 65.0-75.0
3/4" grading 65.0-75.0 65.0-75.0
Dust proportion' LP-4
No. 4 and 3/8" gradings 0.9-2.0 0.9-2.0 Report
1/2" and 3/4" gradings 0.6-1.3 0.6 1.3 only
HMA Acceptance QC / QA
Book One- State Route 68 at San Benancio Road Intersection Improvements 185
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??? Smoothness Section 12-foot 12-foot 12-foot
39-1.12 straight- straight- straight-
edge, must- edge, must- edge,
grind, and grind, and must-
PIo PIo grind, and
PIo
Asphalt binder Various Section 92 Section 92 Section 92
Section
92-
Asphalt rubber binder Various 1.02(C)
and
Section
39-1.02D
Asphalt modifier Various Section
39-1.02D
Crumb rubber modifier Various Section
39-1.02D
Notes:
a The Engineer determines combined aggregate gradations containing RAP under Laboratory Procedure LP-9.
b X" denotes the sieves the Engineer considers for the specified aggregate gradation.
The tolerances must comply with the allowable tolerances in Section 39-1.02E, Aggregate."
d The Engineer determines percent of maximum theoretical density if the specified paved thickness is at least 0.15
foot under California Test 375 except the Engineer uses:
1. California Test 308, Method A, to determine in-place density of each density core instead of using the
nuclear gauge in Part 4, Determining In-Place Density By The Nuclear Density Device."
2. California Test 309 to determine maximum theoretical density instead of calculating test maximum
density in Part 5, Determining Test Maximum Density."
e The Engineer determines maximum theoretical density California Test 309) at the frequency specified for Test
Maximum Density under California Test 375, Part 5.D.
f The Engineer reports the average of 3 tests from a single split sample.
B Modify California Test 304, Part 2.B.2.c: After compaction in the mechanical compactor, cool to 140 OF t 5
OF by allowing the briquettes to cool at room temperature for 0.5 hour, then place the briquettes in the oven at 140
OF for a minimum of 2 hours and not more than 3 hours."
h The Engineer determines the bulk specific gravity of each lab-compacted briquette under California Test 308,
Method A, and theoretical maximum specific gravity under California Test 309.
Report only if the adjustment for asphalt binder content target value is less than or equal to 0.3 percent from
OBC.
i Voids in mineral aggregate for RHMA-G must be within this range.
The Engineer determines the percent of maximum theoretical density from the average
density of 3 density cores you take from every 750 tons of production or part thereof divided by
the maximum theoretical density.
If the specified total paved thickness is at least 0.15 foot and any layer is less than 0.15 foot,
the Engineer determines the percent of maximum theoretical density from density cores taken
from the final layer measured the full depth of the total paved HMA thickness.
The Engineer stops production and terminates a lot if:
1. The lot's composite quality factor, QFC, or an individual quality factor, QFQci for i 3, 4,
or 5, is below 0.90 determined under Section 39-4.03F, Statistical Evaluation"
2. An individual quality factor, QFQCi for i 1 or 2, is below 0.75
3. Quality characteristics for which a quality factor, QFQci, is not determined has 2
consecutive acceptance or quality control tests not in compliance with the specifications
For any single quality characteristic for which a quality factor, QFQCi, is not determined,
except smoothness, if 2 consecutive acceptance test results do not comply with specifications:
Book One- State Route 68 at San Benancio Road Intersection Improvements 186
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Ð?1. Stop production.
2. Take corrective action.
3. In the Engineer's presence, take samples and split each sample into 4 parts. Test 1 part
for compliance with the specifications and submit 3 parts to the Engineer. The Engineer
tests 1 part for compliance with the specifications and reserves and stores 2 parts.
4. Demonstrate compliance with the specifications before resuming production and
placement on the State highway.
39-4.05B Statistical Evaluation, Determination Of Quality Factors And Acceptance
Statistical Evaluation and Determination of Quality Factors
To determine the individual quality factor, QFQCi, for any quality factor i 1 through 5 or a
lot's composite quality factor, QFc, for acceptance and payment adjustment, the Engineer uses
the evaluation specifications under Section 39-4.03F, Statistical Evaluation," and:
1. Verified quality control test results for aggregate gradation
2. Verified quality control test results for asphalt binder content
3. The Engineer's test results for percent of maximum theoretical density
Lot Acceptance Based on Quality Factors
The Engineer accepts a lot based on the quality factors determined for aggregate gradation
and asphalt binder content, QFQCi for i 1 through 4, using the total number of verified quality
control test result values and the total percent defective PU+ PL).
The Engineer accepts a lot based on the quality factor determined for maximum theoretical
density, QFQC5, using the total number of test result values from density cores and the total
percent defective PU+ PL).
The Engineer calculates the quality factor for the lot, QFc, which is a composite of weighted
individual quality factors, QFQCi, determined for each quality characteristic in the HMA
Acceptance QC / QA table in Section 39-4.05A, Testing."
The Engineer accepts a lot based on quality factors if:
1. The current composite quality factor, QFc, is 0.90 or greater
2. Each individual quality factor, QFQCi for i 3, 4, and 5, is 0.90 or greater
3. Each individual quality factor, QFQCi for i 1 and 2, is 0.75 or greater
No single quality characteristic test may represent more than the smaller of 750 tons or 1
day's production.
Payment Adjustment
If a lot is accepted, the Engineer adjusts payment with the following formula:
where:
n
PA=YHMACP*wi*QFQCi*(HMATT-WHMATT)+WHMATTi]-(HMACP*HMAT0
i=I
PA Payment adjustment rounded to 2 decimal places.
HMACP HMA contract price.
HMA TT HMA total tons represented in the lot.
WHMATTi Total tons of waived quality characteristic HMA.
QFQCi Running quality factor for the individual quality characteristic.
Book One- State Route 68 at San Benancio Road Intersection Improvements 187
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Ð?QFQCi for i 1 through 4 must be from verified Contractor's QC
results. QFQC5 must be determined from the Engineer's results on
density cores taken for percent of maximum theoretical density
determination.
w Weighting factor listed in the HMA acceptance table.
i Quality characteristic index number in the HMA acceptance table.
If the payment adjustment is a negative value, the Engineer deducts this amount from
payment. If the payment adjustment is a positive value, the Engineer adds this amount to
payment.
The 21st sublot becomes the 1st sublot n 1) in the next lot. When the 21st sequential
sublot becomes the 1st sublot, the previous 20 sequential sublots become a lot for which the
Engineer determines a quality factor. The Engineer uses this quality factor to pay for the HMA
in the lot. If the next lot consists of less than 8 sublots, these sublots must be added to the
previous lot for quality factor determination using 21 to 27 sublots.
39-4.05C Dispute Resolution
For a lot, if you or the Engineer dispute any quality factor, QFQCi, or verification test result,
every sublot in that lot must be retested.
Referee tests must be performed under the specifications for acceptance testing.
Any quality factor, QFQCi, must be determined using the referee tests.
For any quality factor, QFQCi, for i 1 through 5, dispute resolution:
1. If the difference between the quality factors for QFQCi using the referee test result and the
disputed test result is less than or equal to 0.01, the original test result is correct.
2. If the difference between the quality factor for QFQCi using the referee test result and the
disputed test result is more than 0.01, the quality factor determined from the referee tests
supersedes the previously determined quality factor.
39-5 MEASUREMENT AND PAYMENT
39-5.01 MEASUREMENT
The contract item for HMA is measured by weight. The weight of each HMA mixture
designated in the Engineer's Estimate must be the combined mixture weight.
If tack coat, asphalt binder, and asphaltic emulsion are paid with separate contract items,
their contract items are measured under Section 92, Asphalts," or Section 94, Asphaltic
Emulsions," as the case may be.
If recorded batch weights are printed automatically, the contract item for HMA is measured
by using the printed batch weights, provided:
1. Total aggregate and supplemental fine aggregate weight per batch is printed. If
supplemental fine aggregate is weighed cumulatively with the aggregate, the total
aggregate batch weight must include the supplemental fine aggregate weight.
2. Total asphalt binder weight per batch is printed.
3. Each truckload's zero tolerance weight is printed before weighing the first batch and after
weighing the last batch.
4. Time, date, mix number, load number and truck identification is correlated with a load
slip.
5. A copy of the recorded batch weights is certified by a licensed weighmaster and
submitted to the Engineer.
Book One- State Route 68 at San Benancio Road Intersection Improvements 188
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??O?The contract item for placing HMA dike is measured by the linear foot along the completed
length. The contract item for placing HMA in miscellaneous areas is measured as the in-place
compacted area in square yards. In addition to the quantities measured on a linear foot or square
yard basis, the HMA for dike and miscellaneous areas are measured by weight.
The contract item for geosynthetic pavement interlayer is measured by the square yard for the
actual pavement area covered.
39-5.02 PAYMENT
The contract prices paid per ton for hot mix asphalt as designated in the Engineer's Estimate
include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for
doing all the work involved in constructing hot mix asphalt, complete in place, as shown on the
plans, as specified in these specifications and the special provisions, and as directed by the
Engineer.
If HMA is specified to comply with Section 39-4, Quality Control / Quality Assurance," the
Engineer adjusts payment under that section.
Full compensation for the Quality Control Plan and prepaving conference is included in the
contract prices paid per ton for hot mix asphalt as designated in the Engineer's Estimate and no
additional compensation will be allowed therefor.
Full compensation for performing and submitting mix designs and for Contractor sampling,
testing, inspection, testing facilities, and preparation and submittal of results is included in the
contract prices paid per ton for HMA as designated in the Engineer's Estimate and no additional
compensation will be allowed therefor.
Full compensation for reclaimed asphalt pavement is included in the contract prices paid per
ton for HMA as designated in the Engineer's Estimate and no additional compensation will be
allowed therefor.
The contract price paid per ton for hot mix asphalt leveling) includes full compensation for
furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved
in hot mix asphalt leveling), complete in place, as shown on the plans, as specified in these
specifications and the special provisions, and as directed by the Engineer.
The State pays for HMA dike at the contract price per linear foot for place HMA dike and by
the ton for HMA. The contract prices paid per linear foot for place hot mix asphalt dike as
designated in the Engineer's Estimate include full compensation for furnishing all labor, tools,
equipment, and incidentals, and for doing all the work involved in placing HMA dike, complete
in place, including excavation, backfill, and preparation of the area to receive the dike, as shown
on the plans, as specified in these specifications and the special provisions, and as directed by the
Engineer.
The State pays for HMA specified to be a miscellaneous area at the contract price per square
yard for place hot mix asphalt miscellaneous area) and per ton for hot mix asphalt. The contract
price paid per square yard for place hot mix asphalt miscellaneous area) includes full
compensation for furnishing all labor, tools, equipment, and incidentals, and for doing all the
work involved in placing HMA miscellaneous area) complete in place, including excavation,
backfill, and preparation of the area to receive HMA miscellaneous area), as shown on the
plans, as specified in these specifications and the special provisions, and as directed by the
Engineer.
If the Quality Control / Quality Assurance construction process is specified, HMA placed in
dikes and miscellaneous areas is paid for at the contract price per ton for hot mix asphalt under
Section 39-4, Quality Control / Quality Assurance." Section 39-4.05B, Statistical Evaluation,
Determination of Quality Factors and Acceptance," does not apply to HMA placed in dikes and
miscellaneous areas.
Book One- State Route 68 at San Benancio Road Intersection Improvements 189
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????If there are no contract items for place hot mix asphalt dike and place hot mix asphalt
miscellaneous area) and the work is specified, full compensation for constructing HMA dikes
and HMA miscellaneous areas) including excavation, backfill, and preparation of the area to
receive HMA dike or HMA miscellaneous area) is included in the contract price paid per ton for
the hot mix asphalt designated in the Engineer's Estimate and no separate payment will be made
therefor.
The contract price paid per square yard for geosynthetic pavement interlayer includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in placing geosynthetic pavement interlayer, complete in place, as shown
on the plans, as specified in these specifications and the special provisions, and as directed by the
Engineer.
The contract price paid per ton for paving asphalt binder, geosynthetic pavement interlayer)
includes full compensation for furnishing all labor, materials, tools, equipment, and incidentals,
and for doing all the work involved in applying paving asphalt binder, geosynthetic pavement
interlayer), complete in place, including spreading sand to cover exposed binder material, as
shown on the plans, as specified in these specifications and the special provisions, and as
directed by the Engineer.
Full compensation for small quantities of HMA placed on geosynthetic pavement interlayer
to prevent displacement during construction is included in the contract price paid per ton for the
HMA being paved over the interlayer and no separate payment will be made therefor.
The contract price paid per ton for tack coat includes full compensation for furnishing all
labor, materials, tools, equipment, and incidentals, and for doing all the work involved in
applying tack coat, complete in place, as shown on the plans, as specified in these specifications
and the special provisions, and as directed by the Engineer.
The Engineer does not adjust payment for increases or decreases in the quantities for tack
coat, regardless of the reason for the increase or decrease. Section 4-1.03B, Increased or
Decreased Quantities," does not apply to the items for tack coat.
Full compensation for performing smoothness testing, submitting written and electronic
copies of tests, and performing corrective work including applying fog seal coat is included in
the contract price paid per ton for the HMA designated in the Engineer's Estimate and no
separate payment will be made therefor.
Full compensation for spreading sand on RHMA-G, RHMA-O, and RHMA-O-1413 surfaces
and for sweeping and removing excess sand is included in the contract price paid per ton for
rubberized hot mix asphalt as designated in the Engineer's Estimate and no separate payment will
be made therefor.
If the Engineer fails to comply with a specification within a specified time, and if, in the
opinion of the Engineer, work completion is delayed because of the failure, the Engineer adjusts
payment and contract time under Section 8-1.09, Right of Way Delays."
If the dispute resolution ITP determines the Engineer's test results are correct, the Engineer
deducts the ITP's testing costs from payments. If the ITP determines your test results are correct,
the State pays the ITP's testing costs. If, in the Engineer's opinion, work completion is delayed
because of incorrect Engineer test results, the Engineer adjusts payment and contract time under
Section 8-1.09, Right of Way Delays."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
Book One- State Route 68 at San Benancio Road Intersection Improvements 190
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??i?SECTION 40 PORTLAND CEMENT CONCRETE PAVEMENT
Issued 06-05-09)
Replace Section 40 with:
SECTION 40 CONCRETE PAVEMENT
40-1 GENERAL
40-1.01 SUMMARY
Section 40 includes specifications for constructing concrete pavement on a prepared
subgrade.
40-1.02 SUBMITTALS
40-1.02A Certificates of Compliance
Submit Certificates of Compliance under Section 6-1.07, Certificates of Compliance."
Include a test result report for any specified test with certification that test was performed within
12 months before the tested material's use.
Submit Certificates of Compliance for:
1. Tie bars
2. Threaded tie bar splice couplers
3. Dowel bars
4. Tie bar baskets
5. Dowel bar baskets
6. Chemical adhesive drill and bond)
7. Silicone joint sealant
8. Asphalt rubber joint sealant
9. Preformed compression seal
10. Backer rods. Include the manufacturer's statement of compatibility with the sealant to be
used.
11. Joint filler material
12. Curing compound. For each delivery to the job site, submit a copy of the Certificate of
Compliance to the Engineer and the Transportation Laboratory. Each Certificate of
Compliance must not represent more than 10,000 gallons and must include a test result
report for:
12.1. Moisture loss at 24 hours under California Test 534
12.2. Reflectance under ASTM E 1347
12.3. Viscosity under ASTM D 2196
12.4. Nonvolatile content under ASTM D 3723
12.5. Pigment content under ASTM D 3723
13. Epoxy powder coating
40-1.02B Curing Compound Samples
Submit split curing compound samples to the Transportation Laboratory.
Book One- State Route 68 at San Benancio Road Intersection Improvements 191
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????40-1.02C Drilled Corings
Submit each core taken for Engineer's acceptance in a plastic bag. Mark each core with a
location description.
40-1.02D Independent Third Party Air Content Testing Laboratory
Before testing, submit for the Engineer's approval the name of a laboratory that will test
drilled core specimens for air content in cases of dispute.
40-1.02E Dowel Bars
Before placing dowel bars, submit a procedure for identifying transverse contraction joint
locations relative to the dowel bars' longitudinal center and a procedure for consolidating
concrete around the dowel bars.
40-1.02F Concrete Field Qualification
Submit field qualification data and test reports including:
1. Mixing date
2. Mixing equipment and procedures used
3. Batch volume in cubic yards
4. Type and source of ingredients used
5. Penetration of the concrete
6. Air content of the plastic concrete
7. Age and strength at time of concrete beam testing
Field qualification test reports must be certified with a signature by an official in responsible
charge of the laboratory performing the tests.
40-1.02G Frequency Measuring Device Tachometer)
Submit calibration documentation and operational guidelines for frequency measuring
devices for concrete consolidation vibrators.
40-1.02H Manufacturer's Recommendations and Instructions
If used and at least 15 days before delivery to the job site, submit manufacturer's
recommendations and instructions for storage and installation of:
1.
2.
3.
4.
5.
6.
Threaded tie bar splice couplers
Chemical adhesive drill and bond)
Silicone liquid sealant
Asphalt rubber liquid sealant
Preformed compression seals
Joint filler material
40-1.02I Mix Proportions
At least 15 days before starting testing for mix proportions under California Test 559, submit
a copy of the AASHTO accreditation for your laboratory determining the mix proportions. At
least 30 days before starting field qualification, submit under California Test 559 the proposed
concrete mix proportions, the corresponding mix identifications, and laboratory test reports
including the modulus of rupture for each trial mixture at 10, 21, 28, and 42 days.
Book One- State Route 68 at San Benancio Road Intersection Improvements 192
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????40-1.02J Preformed Compression Seal
Submit the manufacturer's data sheet used to develop the recommended preformed
compression seal based on the joint dimensions.
40-1.02K Concrete Pavement Early Age Crack Mitigation System
At least 24 hours before each paving shift, submit:
1. Early age stress and strength predictions
2. Scheduled sawing and curing activities
3. Contingency plan if volunteer cracking occurs
At least 24 hours before paving, meet with the Engineer to review the submittals for the early
age crack mitigation system.
During paving, update the system with current weather data obtained from a portable weather
station. Before paving concrete pavement with these updates, submit new stress and strength
predictions and curing and sawing activity schedules.
40-1.02L Profilograms
Submit profilograms within 5 business days of initial profiling and within 2 business days of
profiling corrected sections.
Submit 1 electronic copy of profile information in erd" format or other ProVAL compatible
format to the Engineer and to:
Smoothness@dot.ca.gov
Submit the original of final profilograms before the Engineer accepts the contract.
Submitted profilograms become the Department's property.
40-1.02M Protecting Concrete Pavement During Cold Weather
Submit a plan for protecting concrete pavement when the average ambient daily temperature
is below 40 F and daytime ambient temperature is less than 50 F during the initial 72 hours
after paving.
40-1.02N Quality Control Charts
Submit updated quality control charts each paving day.
40-1.020 Quality Control Plan
At least 30 days before the start of field qualification, submit a concrete pavement quality
control plan QCP).
40-1.03 QUALITY CONTROL AND ASSURANCE
40-1.03A Contractor Quality Control Plan
Establish, implement, and maintain a QCP for concrete pavement.
the organization and procedures you use to:
1. Control the production process
2. Determine if changes to the production process are needed
3. Implement changes
Book One- State Route 68 at San Benancio Road Intersection Improvements
CONTRACT NO. 10- 111065
The QCP must describe
193
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The QCP must address the elements affecting concrete pavement quality including:
1. Mix proportions
2. Aggregate gradation
3. Materials quality
4. Stockpile management
5. Line and grade control
6. Proportioning
7. Mixing and transportation
8. Placing and consolidation
9. Contraction and construction joints
10. Dowel bar placement, alignment, and anchorage
11. Tie bar placement
12. Modulus of rupture
13. Finishing and curing
14. Surface smoothness
15. Joint sealant and compression seal installation
The QCP must include details of corrective action to be taken if any process is out of control.
As a minimum, a process is out of control if any of the following occurs:
1. For fine and coarse aggregate gradation, 2 consecutive running averages of 4 tests are
outside the specification limits
2. For fine and coarse aggregates, the moisture content of either aggregate changes by more
than 0.5 percentage point from any reading
3. For individual penetration or air content measurements:
3.1. One point falls outside the suspension limit line
3.2. Two points in a row fall outside the action limit line
Stop production and take corrective action for out of control processes except fine and coarse
aggregate moisture content or the Engineer rejects subsequent material.
40-1.03B Quality Control Testing
Select random locations and perform sampling and testing in compliance with:
Book One- State Route 68 at San Benancio Road Intersection Improvements 194
CONTRACT NO. 10- I1 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Test Frequency Test Method
Cleanness value 2 per day CT 227
Sand equivalent 2 per day CT 217
Aggregate gradation 2 per day CT 202
Air content freeze thaw) a 1 per hour CT 504
Air content non-freeze thaw) 1 per 4 hours CT 504
Density 1 per 4 hours CT 518
Penetration 1 per 4 hours CT 533
Calibration of moisture meter b, c 1 per day CT 223 or CT 226
Notes:
a If air entrainment is specified, make at least I air content measurement per hour. If air entrainment is not
specified, make at least 1 air content measurement per 4 hours.
b Make at least 1 measurement of moisture content per week to check the calibration of an electronically actuated
moisture meter.
Random location sampling and testing is not applicable.
If air entrainment is specified, the testing laboratory and tester must be qualified under the
Department's Independent Assurance Manual. The manual is available from the Transportation
Laboratory.
40-1.03C Control Charts
Maintain control charts to identify potential problems and assignable causes. Post a copy of
each control chart at a location determined by the Engineer.
Individual measurement control charts must use the target values in the mix proportions as
indicators of central tendency.
Develop linear control charts for:
1. Cleanness value
2. Sand equivalent
3. Fine and coarse aggregate gradation
4. Air content
5. Penetration
Control charts must include:
1. Contract number
2. Mix proportions
3. Test number
4. Each test parameter
5. Action and suspension limits
6. Specification limits
7. Quality control test results
For fine and coarse aggregate gradation control charts, record the running average of the
previous 4 consecutive gradation tests for each sieve and superimpose the specification limits.
For penetration and air content control charts, record the individual measurements and
superimpose the following action and suspension limits:
Quality Control Testin
Book One- State Route 68 at San Benancio Road Intersection Improvements 195
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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AT-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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ROAD-U012
INTERSECTION-U012
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NO.-U012
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05-0H8220,-U012
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D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???? Individual Measurements
Control Parameter Action Limit Suspension Limit
Penetration, CT 533 1 inch 1-1/2 inch
Air content, CT 504 1.0 percent 1.5 percent
40-1.03D Contractor's Laboratory
Use a laboratory that complies with ASTM C 1077 to determine the mix proportions for
concrete pavement. The laboratory must have a current AASHTO accreditation for:
1. AASHTO T 97 or ASTM C 78
2. ASTM C 192/C 192M
40-1.03E Joint Sealant and Compression Seal Installation Training
Before installing joint sealant or compression seals, arrange for a representative from the
joint sealant or compression seal manufacturer to provide training on the cleaning and
preparation of the joint and installing the sealant or seal. Until your personnel and the
Department's personnel have been trained, do not install joint sealant or compression seals.
40-1.03F Frequency Measuring Device Tachometer)
Before each day's concrete pavement placement and at intervals not to exceed 4 hours of
production, test and record vibration frequency and amplitude for concrete consolidation
vibrators.
40-1.03G Early Age Concrete Pavement Crack Mitigation System
Develop and implement a system for predicting concrete pavement stresses and strength
during the initial 72 hours after paving. The system must include:
1. Subscribing to a weather service to obtain forecasts for wind speed, ambient
temperatures, humidity, and cloud cover
2. Portable weather station with anemometer, temperature and humidity sensors, located at
the paving site
3. Early age concrete pavement stress and strength prediction computer program
4. Analyzing, monitoring, updating, and reporting the system's predictions
40-1.03H Curing Compound
Sample curing compound from shipping containers at the manufacturer's source of supply.
Split the samples.
40-1.03I Concrete Pavement Smoothness
Within 10 days after paving, measure the Profile Index Plo) of the concrete pavement
surface using a zero null) blanking band under California Test 526.
For the following concrete pavement areas, the Engineer does not require a profilograph and
you must test and correct high points determined by a 12-foot straightedge placed parallel with
and perpendicular to the centerline:
1. Horizontal curves with a centerline radius of curvature less than 1,000 feet including
concrete pavement within the superelevation transitions of those curves.
2. Exit ramp termini, truck weigh stations, and weigh-in-motion areas
3. Where steep grades and superelevation rates greater than 6 percent are present on:
Penetration and Air Content Action and Suspension Limits
Book One- State Route 68 at San Benancio Road Intersection Improvements 196
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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ROUTE-U012
68-U012
AT-U012
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PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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PLANS-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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A-U012
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REPORTING-U012
PROGRAM-U012
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NO.-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
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05-0H8220,-U012
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NO.-U012
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AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????3.1. Ramps
3.2. Connectors
4. Turn lanes and areas around manholes or drainage transitions
5. Acceleration and deceleration lanes for at-grade intersections
6. Shoulders and miscellaneous gore areas
Use a California Profilograph or equivalent to determine the concrete pavement profile. If
the profilograph uses a mechanical recorder, use an electronic scanner to reduce the profilogram.
The profilograph operator must be qualified under the Department's Independent Assurance
Manual. The manual is available from the Transportation Laboratory.
40-1.03J Profilograph Test Procedure
Notify the Engineer at least 2 business days before performing profilograph testing. Each
day before performing profilograph testing, notify the Engineer of the start location. Perform
profilograph testing in the Engineer's presence.
Before starting profilograph testing, remove foreign objects from the concrete pavement
surface.
Before starting profilograph testing, calibrate the profilograph in the Engineer's presence. If
the Engineer chooses not to be present during profilograph testing, you may perform the testing
with the Engineer's written approval. Note the Engineer's absence on the profilogram.
Determine PIo values for the final concrete pavement surface of each 0.1-mile section of a
traffic lane. Take 2 profiles within each traffic lane, 3 feet from and parallel with the edge of
each lane. Each section's Plo is the average of the Plo values for the measurements within that
traffic lane. A section that is less than 0.01 mile and is the result of an interruption to continuous
concrete pavement surface must comply with the Plo specifications for a full section. Adjust the
Plo for a partial section to reflect a full section.
Use stationing to locate vertical deviations greater than 0.3 inches. The profilogram
stationing must be the same as the project stationing. Note 0.1-mile segments on the
profilogram.
Label the profilogram with:
1. Contract number
2. County and route number
3. Stationing
4. Operator's name
5. Test date
6. Test number
7. Traffic direction
8. Traffic lane numbered from left to right in direction of travel)
9. Test wheel path left or right in direction of travel)
10. Test direction
11. Paving direction
40-1.03K Smoothness Corrective Action
Correct concrete pavement not complying with the Engineer's acceptance specifications for
smoothness by grinding under Section 42-2, Grinding."
Do not grind before:
Book One- State Route 68 at San Benancio Road Intersection Improvements 197
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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AI93754-U03
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C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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B.-U012
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A-U012
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PROGRAM-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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7/19/2010-U011
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ROAD-U012
INTERSECTION-U012
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BY-U012
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JANUARY-U012
17,-U012
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JANUARY-U012
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2011,-U012
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UPON-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
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FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????1. Ten days after concrete pavement placement
2. The concrete has developed a modulus of rupture of at least 550 psi
Grind the entire lane width. When completed, the lane width must be uniform in texture and
appearance. Square the corrected area's start and end normal to the paved surface's centerline.
Retest sections where corrections were made.
40-1.03L Engineer's Acceptance
General
The Engineer accepts concrete pavement based on the Department's testing for the following
concrete pavement quality characteristics. A single test represents no more than the quantity
specified:
Quality Characteristic Quantity Test
28-day modulus of rupture 1,000 cubic yards CT 523
Thickness 1,200 square yards for primary area
measurements CT 531
Dowel bar placement 700 square yards Measurement
Tie bar placement 4,000 square yards Measurement
Coefficient of friction One day's paving CT 342
Air content freeze-thaw) a One day's paving CT 504
Note:
a Air content tests must be performed under California Test 504 if air entrainment is
specified.
At the Department's option, the Engineer also accepts concrete pavement based on your or
the Department's testing for smoothness. A single test represents no more than 0.1 mile.
The Engineer considers other concrete pavement quality characteristics in determining final
acceptance. The Engineer's acceptance of modulus of rupture, thickness, dowel bar and tie bar
placement, coefficient of friction, smoothness, and air content does not constitute final concrete
pavement acceptance.
Modulus of Rupture
The Engineer accepts concrete pavement for modulus of rupture on a lot basis. The
minimum modulus of rupture for each lot is 570 psi at 28 days.
For each lot of concrete for concrete pavement:
1. Quantity must not exceed 1,000 cubic yards.
2. Department determines the modulus of rupture of test beams aged 10 days and 28 days.
3. Department calculates the modulus of rupture by averaging the individual test results of 2
beams aged for 28 days.
4. Difference in the individual test results of beams aged 28 days must not exceed 12
percent when tested by Method 1, or 16 percent when tested by Method 2. The Engineer
calculates the difference relative to the average of the 2 test results.
The Department provides molds and machines for modulus of rupture acceptance testing.
Provide material and labor the Engineer may require.
Concrete Pavement Acceptance
Book One- State Route 68 at San Benancio Road Intersection Improvements 198
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Concrete Pavement Smoothness
If the Department tests for smoothness, the tests are performed under Section 40-1.03I,
Concrete Pavement Smoothness."
The Engineer accepts concrete pavement for smoothness in compliance with the following:
1. For tangents and horizontal curves having a centerline radius of curvature 2,000 feet or
more, the Plo must be at most 3 inches per 0.1-mile section.
2. For horizontal curves having a centerline radius of curvature from 1,000 to 2,000 feet
including concrete pavement within the superelevation transitions of those curves, the Plo
must be at most 6 inches per 0.1-mile section.
3. If using a profilograph to measure smoothness, the surface must not have individual high
points greater than 0.3 inch.
4. If using a straightedge to measure smoothness, the surface must be within 0.02 foot of the
straightedge's lower edge.
Profile index specifications apply to existing pavement within 50 feet of the transverse joint
separating new concrete pavement and the existing pavement.
If the Department's profilograph test results do not match yours, the Engineer may order you
to recalibrate your profilograph equipment and perform a retest. If your test results are
inaccurate due to operator error, the Engineer may disqualify your profilograph operator. If the
Engineer determines your test results are inaccurate, the Engineer does not make adjustments to
payment or contract time for recalibrating, retesting, and delays.
Concrete Pavement Thickness
The Engineer accepts concrete pavement for thickness based on coring in the primary area,
which is the area placed in 1 day for each thickness. Concrete pavement thickness must not be
deficient by more than 0.05 foot.
After corrective grinding has been completed, core concrete pavement in the primary area
under Section 40-3.16, Obtaining Drilled Cores," at locations determined by the Engineer and in
the Engineer's presence. The core specimen diameter must be 4 inches. To identify the limits of
concrete pavement deficient in thickness by more than 0.05 foot, you may divide primary areas
into secondary areas. Specifications that may affect concrete pavement thickness such as
allowable tolerances for subgrade construction do not change the thickness specified for concrete
pavement.
In each primary area, the Engineer measures concrete pavement thickness every 1,200 square
yards and any remaining area. The Engineer measures cores under California Test 531 to the
nearest 0.01 foot. Core at least 1 foot from existing, contiguous, and parallel concrete pavement
not constructed as part of this contract.
You may request the Engineer make additional thickness measurements and use them to
determine the average thickness variation. The Engineer determines the locations with random
sampling methods.
If each thickness measurement in a primary area is less than 0.05 foot deficient, the Engineer
calculates the average thickness deficiency in that primary area. The Engineer uses 0.02 foot for
a thickness difference more than 0.02 foot over the specified thickness.
For each thickness measurement in a primary area deficient by more than 0.05 foot, the
Engineer determines a secondary area where the thickness deficiency is more than 0.05 foot.
The Engineer determines this secondary area by measuring the thickness of each concrete
pavement slab adjacent to the measurement found to be more than 0.05 foot deficient. The
Engineer continues to measure the thickness until an area that is bound by slabs with thickness
deficient by 0.05 foot or less is determined.
Book One- State Route 68 at San Benancio Road Intersection Improvements 199
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
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PROGRAM-U012
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C.-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Slabs without bar reinforcement are defined as the areas bound by longitudinal and
transverse joints and concrete pavement edges. Slabs with bar reinforcement are defined as the
areas bound by longitudinal joints and concrete pavement edges and 15-foot lengths. Secondary
area thickness measurements in a slab determine that entire slab's thickness.
The Engineer measures the remaining primary area thickness after removing the secondary
areas from consideration for determining the average thickness deficiency.
The Engineer determines the slabs to remove and replace.
Required Use of Air-Entraining Admixtures
If air-entraining admixtures are specified, the Engineer may choose to accept concrete
pavement for air content based on your air content quality control tests. The Engineer decides to
use your air content quality control tests based on a t-test that determines the difference in the
means of your test and the Engineer's verification tests. The Engineer calculates the t-value of
the test data as follows:
t= and S2(n~-1)+Sv
1 1
1)
SP
r,+ri,-2
a
where:
n,
Number of your quality control tests minimum of 2 required)
n?
Xe
Xv
Sp
Sc
Sv Number of verification tests minimum of 1 required)
Mean of your quality control tests
Mean of the verification tests
Pooled standard deviation
When nv 1, Sp= SJ
Standard deviation of your quality control tests
Standard deviation of the verification tests when nv
The Engineer compares your quality control test results with the Department's verification
test results at a level of significance of a 0.01. The Engineer compares the t-value to tcrlt,
determined from:
tern
degrees of freedom
rt,+n?2) tcrit
for a 0.01)
1 63.657
2 9.925
3 5.841
4 4.604
5 4.032
6 3.707
7 3.499
8 3.355
9 3.250
10 3.169
Book One- State Route 68 at San Benancio Road Intersection Improvements 200
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????If the t-value calculated is less than or equal to tail, your quality control test results are
verified. If the t-value calculated is greater than toil, quality control test results are not verified.
If your quality control test results are not verified, core at least 3 specimens from concrete
pavement under Section 40-3.16, Obtaining Drilled Cores." The Engineer selects the core
locations. Your approved third party independent testing laboratory must test these specimens
for air content under ASTM C 457. The Engineer compares these test results with your quality
control test results using the t-test method. If your quality control test results are verified based
on this comparison, the Engineer uses the quality control test results for acceptance of concrete
pavement for air content. If your quality control test results are not verified based on this
comparison, the Engineer uses the air content of core specimens determined under ASTM C 457
for acceptance.
Dowel Bar and Tie Bar Placement
The Engineer uses core specimens to evaluate and accept concrete pavement for:
1. Dowel bar placement
2. Tie bar placement
3. Concrete consolidation
Obtain cores under Section 40-3.16, Obtaining Drilled Cores." The Engineer determines the
core locations. Each core must have a nominal diameter of 4 inches. Core each day's paving
within 2 business days in compliance with:
1. One test for every 700 square yards of doweled concrete pavement or remaining fraction
of that area. Each dowel bar test consists of 2 cores, 1 on each dowel bar end to expose
both ends and allow measurement.
2. One test for every 4,000 square yards of concrete pavement with tie bars or remaining
fraction of that area
If the tests indicate dowel or tie bars are not placed within the specified tolerances or if there
are air voids around the dowel or tie bars, core additional specimens to determine the limits of
unacceptable work.
The Engineer determines the slabs to remove and replace.
If the Engineer approves your request, slabs may remain in place with an adjustment in
payment for:
1. Dowel bars with centers from 2 inches to 3 inches from the saw cut of a transverse
contraction joint or with deficient concrete consolidation around the dowel bars
2. Tie bars placed outside their specified placement and position or with deficient concrete
consolidation around the tie bars
Bar Reinforcing Steel
The Engineer accepts concrete pavement for bar reinforcing steel based on inspection before
concrete placement.
Curing Compound
The Engineer accepts curing compound based on test results submitted with the Certificate of
Compliance for moisture loss, reflectance, viscosity, nonvolatile content, and pigment content.
Curing compound sampled from shipping containers from the manufacturer's supply source or
Book One- State Route 68 at San Benancio Road Intersection Improvements 201
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????from the job site must match these test results within the specified tolerances listed in the
precision and bias statements for the test methods.
40-2 MATERIALS
40-2.01 CONCRETE
40-2.01A General
Concrete must comply with Section 90, Portland Cement Concrete."
40-2.01B Aggregate
The specifications for reduction in Operating Range and Contract Compliance for cleanness
value and sand equivalent specified under Section 90-2.02A, Coarse Aggregate," and Section
90-2.02B, Fine Aggregate," do not apply to concrete pavement.
Combined aggregate gradings must comply with Section 90-3, Aggregate Gradings," and
the difference between the percent passing the 3/8-inch sieve and the percent passing the No. 8
sieve must not be less than 16 percent of the total aggregate.
40-2.01C Cementitious Material
Concrete for concrete pavement must contain from 505 pounds to 675 pounds cementitious
material per cubic yard. The specifications for reducing cementitious material content in Section
90-4.05, Optional Use of Chemical Admixtures," do not apply to concrete pavement.
40-2.01D Mix Proportions
Your laboratory determining mix proportions must determine the minimum cementitious
materials content or the maximum water to cementitious materials ratio under California Test
559 and:
1. You must make trial mixtures no more than 24 months before field qualification.
2. Modulus of rupture used to determine the minimum cementitious materials content or
maximum water to cementitious materials ratio must be 570 psi at 28 days age and 650
psi at 42 days age.
3. Your laboratory must determine an increase in the cementitious materials content or a
decrease in the water to cementitious materials ratio from the trial mixtures to ensure
concrete pavement complies with the specifications.
If changing an aggregate supply source or the mix proportions, produce a trial batch and
field-qualify the new concrete. The Engineer does not adjust contract time for performing
sampling, testing, and qualifying new mix proportions or changing an aggregate supply source.
40-2.01E Field Qualification
Proposed mix proportions must be field qualified before you place concrete pavement. Use
an American Concrete Institute ACI) certified Concrete Laboratory Technician, Grade I" to
perform field qualification tests and calculations.
The Engineer accepts field qualification if five beams made and tested under California Test
523 comply with the following:
1. At a minimum, beams are tested at 10, 21, and 28 days of age
2. At your choice of age not later than 28 days, no single beam's modulus of rupture is less
than 550 psi and the average modulus of rupture is at least 570 psi
Book One- State Route 68 at San Benancio Road Intersection Improvements 202
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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300-PUBLIC-U08
WORKS-U08
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CONSIDER-U012
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A-U012
RESOLUTION-U012
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REPORTING-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????40-2.02 TIE BARS
Unless specified as smooth, tie bars must be deformed.
Deformed tie bars must be:
1. Deformed steel reinforcing bars under any of the following:
1.1. ASTM A 615/A 615M, Grade 40 or 60
1.2. ASTM A 996/A 996M
1.3. ASTM A 706/A 706M
2. Epoxy-coated under Section 52-1.02B, Epoxy-coated Reinforcement," and the
following:
2.1. Epoxy-coated tie bars must comply with either ASTM A 775/ A 775M or ASTM A
934/ A 934 M.
2.2. Epoxy coating under ASTM A 934/ A 934M must be purple or gray.
Smooth tie bars must be:
1. Plain, round, and smooth steel under ASTM A 615/A 615M, Grade 40 or 60
2. Epoxy-coated under Section 52-1.02B, Epoxy-coated Reinforcement," and the
following:
2.1. Epoxy-coated smooth tie bars must comply with ASTM A 884/A 884M, Class A,
Type 1 or Type 2.
2.2. Epoxy coating under ASTM A 884/A 884 M, Class A, Type 2 must be purple or
gray.
2.3. Bend test does not apply.
Fabricate, sample, and handle epoxy-coated smooth and deformed tie bars at the job site
under ASTM D 3963/D 3963M and Section 52-1.02B, Epoxy-coated Reinforcement."
Do not bend epoxy-coated tie bars.
40-2.03 DOWEL BARS
40-2.03A General
Dowel bars must be:
1. Plain, round, and smooth steel under ASTM A 615/A 615M, Grade 40 or 60
2. Epoxy-coated under Section 52-1.02B, Epoxy-coated Reinforcement," and the
following:
2.1 Epoxy-coated dowel bars must comply with ASTM A 884/A 884M, Class A, Type
1 or Type 2.
2.2. Epoxy coating under ASTM A 884/ A 884M, Class A, Type 2 must be purple or
gray.
2.3. Specifications for bend test do not apply.
Book One- State Route 68 at San Benancio Road Intersection Improvements 203
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Fabricate, sample, and handle epoxy-coated dowel bars at the job site under ASTM D
3963/D 3963M and Section 52-1.02B, Epoxy-coated Reinforcement," except each sample must
be 18 inches long. Sample each load delivered to the job site.
40-2.03B Dowel Bar Lubricant
Dowel bar lubricant must be petroleum paraffin-based or curing compound. Paraffin-based
lubricant must be Dayton Superior DSC BB-Coat or Valvoline Tectyl 506 or an approved equal
and must be factory-applied. Curing compound must be curing compound 3) under Section 90-
7.01B, Curing Compound Method," of the Standard Specifications.
40-2.04 CURING COMPOUND
Curing compound must be curing compound 1) or 2) with white pigment under Section 90-
7.01B, Curing Compound Method."
Reflectance must be at least 60 percent when tested under ASTM E 1347.
40-2.05 CHEMICAL ADHESIVE DRILL AND BOND)
Chemical adhesive for drilling and bonding dowels and tie bars must be prequalified. A list
of prequalified chemical adhesives is available on the Department's Materials Engineering and
Testing Services website. The prequalified list indicates the appropriate chemical adhesive
system for the concrete temperature and installation conditions.
Each chemical adhesive system must clearly and permanently show the manufacturer's name,
model number of the system, manufacturing date, lot number, shelf life or expiration date, and
current International Conference of Building Officials ICBO) Evaluation Report number. Each
chemical adhesive carton must include the manufacturer's recommended installation procedures
and warning or precautions required by State or Federal laws and regulations.
40-2.06 DOWEL AND TIE BAR BASKETS
Dowel and tie bar baskets must be:
1. Minimum W10 wire size number under ASTM A 82/A 82M
2. Either U-frame or A-frame shape
3. Welded under Section 7.4 of ASTM A 185/A 185M
You may epoxy-coat dowel and tie bar baskets under Section 52-1.02B, Epoxy-coated
Reinforcement," and the following:
1. Epoxy-coated dowel and tie bar baskets must comply with ASTM A 884/A 884M, Class
A, Type 1 or Type 2.
2. Epoxy-coating under ASTM A 884/ A 884M, Class A, Type 2 must be purple or gray.
Handle epoxy-coated dowel and tie-bar baskets at the manufacturing plant and job site under
ASTM D 3963/D 3963M and Section 52-1.02B, Epoxy-coated Reinforcement."
Fasteners must be driven fasteners under ASTM F 1667. Fasteners on lean concrete base or
asphalt concrete must have a minimum shank diameter of 3/16 inch and a minimum shank length
of 2 1/2 inches. For asphalt treated permeable base or cement treated permeable base, the shank
diameter must be at least 3/16 inch and the shank length must be at least 5 inches.
Fasteners, clips, and washers must have a minimum 0.2-mil thick zinc coating applied either
by electroplating or galvanizing.
Book One- State Route 68 at San Benancio Road Intersection Improvements 204
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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FO85769-U03
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
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AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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HEARING-U07
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7/19/2010-U011
ROUTE-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
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APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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PROGRAM-U07
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300-PUBLIC-U08
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SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????40-2.07 BACKER RODS
Backer rods must be Type 1 under ASTM D 5249. Backer rod diameter must be at least 25
percent greater than the sawcut joint width. Backer rod material must be expanded, crosslinked,
closed-cell polyethylene foam. No bond or adverse reaction may occur between the backer rod
and sealant.
40-2.08 JOINT FILLER MATERIAL
Joint filler for isolation joints must be preformed expansion joint filler for concrete
bituminous type) under ASTM D 994.
40-2.09 HYDRAULIC CEMENT GROUT NON-SHRINK)
Hydraulic cement grout non-shrink) must comply with ASTM C 1107/ C 1107M. Use
clean, uniform, rounded aggregate filler to extend the grout. Aggregate filler must not exceed 60
percent of the grout mass or the maximum recommended by the manufacturer, whichever is less.
Aggregate filler moisture content must not exceed 0.5 percent. Aggregate filler must comply
with:
Sieve Size Percentage Passin
1/2-inch 100
3/8-inch 85 100
No. 4 10 30
No. 8 0-1 0
No. 16 0 5
40-2.10 BAR REINFORCEMENT
Bar reinforcement must comply with Section 52, Reinforcement."
40-2.11 JOINT SEALANT
40-2.11A General
Do not use hot-pour sealant that will melt the backer rod.
40-2.11B Silicone Joint Sealant
Silicone joint sealant must be low modulus furnished in a one-part silicone formulation. Do
not use acid cure sealant. Silicone joint sealant must be compatible with the surface it is applied
to and comply with:
Aggregate Filler Gradin
Book One- State Route 68 at San Benancio Road Intersection Improvements 205
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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A-U07
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7/19/2010-U011
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E.-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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7/19/2010-U011
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B.-U012
CONSIDER-U012
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A-U012
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REPORTING-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
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ROUTE-U012
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AT-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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E.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Silicone Joint Sealant
Property Test Method Specification
Tensile stress, 150% elongation, 7-day cure at 77 OF + 2 OF and
45% to 55% R.H. e ASTM D 412
Die C) 45 psi max.
Flow at 77 OF f OF ASTM C 639 a Must not flow from channel
Extrusion Rate at 77 OF 2 OF ASTM C 603 b 3 to 9 oz/min.
Specific Gravity ASTM D 792
Method A 1.01 to 1.51
Durometer Hardness, at 0 OF, Shore A, cured 7 days at 77 OF 2
OF ASTM C 661 10 to 25
Ozone and Ultraviolet Resistance, after 5,000 hours ASTM C 793 No chalking, cracking or
bond loss
Tack-free at 77 OF 2 OF and 45% to 55% R.H.e ASTM C 679 Less than 75 minutes
Elongation, 7 day cure at 77 OF 2 OF and 45% to 55% R.H. e ASTM D 412
Die C) 500 percent min.
Set to Touch, at 77 OF f2 OF and 45% to 55% R.H. e ASTM D 1640 Less than 75 minutes
Shelf Life, from date of shipment 6 months min.
Bond, to concrete mortar-concrete briquettes, air cured 7 days at
77 OF 2 OF AASHTO
T 132
50 psi min.
Movement Capability and Adhesion, 100% extension at in
after, air cured 7 days at 77 F 2 F and followed by 7
water at 77 OF 2 OF TM C 719d No adhesive or cohesive
failure after 5 cycles
Notes:
a ASTM C 639 Modified 15 percent slope channel A).
bASTM C 603, through 0.12-inch opening at 50 psi.
Mold briquettes under AASHTO T 132, saw in half and bond with a 0.60-inch maximum thickness of sealant and
test under AASHTO T 132. Briquettes must be dried to constant mass at 212 OF 10 OF.
d Prepare 12" x 1" x 3" concrete blocks under ASTM C 719. Use a sawed face for bond surface. Seal2 inches of
block leaving 0.50 inch on each end of specimen unsealed. The depth of sealant must be 0.40 inch and the width
0.50 inch.
e R.H. equals relative humidity.
After application, silicone joint sealant must not flow on grades up to 15 percent.
40-2.11C Asphalt Rubber Joint Sealant
Asphalt rubber joint sealant must:
1. Be a mixture of paving asphalt and ground rubber containing not less than 22 percent
ground rubber by weight. One hundred percent of ground rubber must pass a No. 8 sieve.
Ground rubber must be vulcanized or a combination of vulcanized and devulcanized
materials.
2. Comply with ASTM D 6690, Type II except:
2.1. The cone penetration requirement must not exceed 120 at 77 F, 5 ounces, 5
seconds.
2.2. The resilience requirement must be a minimum 50 percent recovery when tested at
77 F.
3. Have a Ring and Ball softening point of 135 OF minimum when tested under AASHTO T
53.
4. Be capable of being melted and applied to cracks and joints at temperatures below 400
OF.
5. Not be applied when the concrete pavement surface temperature is below 50 OF.
Book One- State Route 68 at San Benancio Road Intersection Improvements 206
CONTRACT NO. 10-111065
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ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
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BOOK-U02
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TO-U012
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IN-U012
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ON-U012
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17,-U012
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JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????40-2.11D Preformed Compression Joint Seals
Preformed compression joint seals must comply with ASTM D 2628. Lubricant adhesive
used with the seals must comply with ASTM D 2835. Preformed compression joint seals must
have 5 or 6 cells, except seals for Type A2 and Type B joints may have 4 cells. Install
preformed compression joint seals in compliance with the manufacturer's recommendations.
Show evidence that the seals are compressed from 40 to 50 percent for the joint width and depth.
40-2.12 WATER
Water for core drilling must be from a local domestic water supply. Water must not contain:
1. More than 1,000 parts per million of chlorides as CL
2. More than 1,300 parts per million of sulfates as SO4
3. Impurities in a quantity to cause concrete discoloration or surface etching
40-3 CONSTRUCTION
40-3.01 WATER SUPPLY
Before placing concrete pavement, develop enough water supply for the work.
40-3.02 SUBGRADE PREPARATION
Immediately before placing concrete, the subgrade to receive concrete pavement must be:
1. In compliance with the specified compaction and elevation tolerances
2. Free of loose and extraneous material
3. Uniformly moist, but free of standing or flowing water
4. Excavated for thickened parts of concrete pavement end anchors with no disturbed
compaction outside the end anchor dimensions
If cement treated permeable base is specified, cover the base surface with asphaltic emulsion
before placing concrete pavement. Apply the asphaltic emulsion uniformly at a rate of 0.1
gallons per square yard. Asphaltic emulsion must comply with anionic slow-setting type, SS1h
grade in Section 94, Asphaltic Emulsions." Repair damaged asphaltic emulsion before placing
concrete pavement.
40-3.03 PROPORTIONING
Proportion aggregate and bulk cementitious materials under Section 90-5, Proportioning."
40-3.04 PLACING CONCRETE
40-3.04A General
Place concrete pavement with stationary side forms or slip-form paving equipment.
Place consecutive concrete loads within 30 minutes of each other. Construct a transverse
construction joint when concrete placement is interrupted by more than 30 minutes. The
transverse construction joint must coincide with the next contraction joint location, or you must
remove fresh concrete pavement to the preceding transverse joint location.
Place concrete pavement in full slab widths separated by construction joints or monolithically
in multiples of full lane widths with a longitudinal contraction joint at each traffic lane line.
Do not retemper concrete.
If the concrete pavement surface width is constructed as specified, you may construct
concrete pavement sides on a batter not flatter than 6:1 vertical:horizontal).
Book One- State Route 68 at San Benancio Road Intersection Improvements 207
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
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FO89518-U03
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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MG89556-U03
AS89575-U03
AS89581-U03
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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CONDUCT-U07
A-U07
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HEARING-U07
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PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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17,-U012
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JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????40-3.04B Concrete Pavement Widening
If concrete pavement is placed adjacent to existing pavement not constructed as part of the
contract, grind the existing concrete pavement lane or shoulder adjacent to the new concrete
pavement. Perform the grinding before new concrete pavement is placed. The new concrete
pavement must match the elevation of the existing concrete pavement after grinding. Grind
existing concrete pavement under Section 42-2, Grinding," except profile index must comply
with the pavement smoothness specifications in Section 40-1.03, Quality Control and
Assurance."
Use paving equipment with padded crawler tracks or rubber-tired wheels on the existing
concrete pavement with enough offset to avoid breaking or cracking the existing concrete
pavement's edge.
40-3.04C Concrete Pavement Transition Panel
For concrete pavement placed in a transition panel, texture the surface with a drag strip of
burlap, a broom, or a spring steel tine device that produces scoring in the finished surface. The
scoring must be either parallel with or transverse to the centerline. For the method you choose,
texture at the time that produces the coarsest texture.
40-3.04D Stationary Side Form Construction
Stationary side forms must be straight and without defects including warps, bends, and
indentations. Side forms must be metal except at end closures and transverse construction joints
where other materials may be used.
You may build up side forms by attaching a section to the top or bottom. If attached to the
top of metal forms, the attached section must be metal.
The side form's base width must be at least 80 percent of the specified concrete pavement
thickness.
Side forms including interlocking connections with adjoining forms must be rigid enough to
prevent springing from subgrading and paving equipment and concrete pressure.
Construct subgrade to final grade before placing side forms. Side forms must bear fully on
the foundation throughout their length and base width. Place side forms to the specified grade
and alignment of the finished concrete pavement's edge. Support side forms during concrete
placing, compacting, and finishing.
After subgrade work is complete and immediately before placing concrete, true side forms
and set to line and grade for a distance that avoids delays due to form adjustment.
Clean and oil side forms before each use.
Side forms must remain in place for at least 1 day after placing concrete and until the
concrete pavement edge no longer requires protection from the forms.
Spread, screed, shape, and consolidate concrete with 1 or more machines. The machine must
uniformly distribute and consolidate the concrete. The machines must operate to place the
concrete pavement to the specified cross section with minimal hand work.
Consolidate the concrete without segregation. If vibrators are used:
1. The vibration rate must be at least 3,500 cycles per minute for surface vibrators and 5,000
cycles per minute for internal vibrators
2. Amplitude of vibration must cause perceptible concrete surface movement at least 1 foot
from the vibrating element
3. Use a calibrated tachometer for measuring frequency of vibration
4. Vibrators must not rest on side forms or new concrete pavement
5. Power to vibrators must automatically cease when forward or backward motion of the
paving machine is stopped
Book One- State Route 68 at San Benancio Road Intersection Improvements 208
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Use high-frequency internal vibrators within 15 minutes of depositing concrete on the
subgrade to uniformly consolidate the concrete across the paving width including adjacent to
forms. Do not use vibrators to shift the mass of concrete.
40-3.04E Slip-Form Construction
If slip-form construction is used, spread, screed, shape, and consolidate concrete to the
specified cross section with slip-form machines and minimal hand work. Slip-form paving
machines must be equipped with traveling side forms and must not segregate the concrete.
Do not deviate from the specified concrete pavement alignment by more than 0.1 foot.
Slip-form paving machines must use high frequency internal vibrators to consolidate
concrete. You may mount vibrators with their axes parallel or normal to the concrete pavement
alignment. If mounted with axes parallel to the concrete pavement alignment, space vibrators no
more than 2.5 feet measured center to center. If mounted with axes normal to the concrete
pavement alignment, space the vibrators with a maximum 0.5-foot lateral clearance between
individual vibrators.
Each vibrator must have a vibration rate from 5,000 cycles per minute to 8,000 cycles per
minute. The amplitude of vibration must cause perceptible concrete surface movement at least 1
foot from the vibrating element. Use a calibrated tachometer to measure frequency of vibration.
40-3.05 TIE BAR PLACEMENT
Place tie bars:
1. Perpendicular to the longitudinal concrete pavement joint
2. Parallel with the concrete pavement surface at mid-slab depth
3. Not less than 1/2-inch below the saw cut depth of joints
4. With not less than 2 inches clearance from the concrete pavement's surface and bottom
5. With embedment length tolerance of 2 inches
6. For smooth tie bars, with horizontal and vertical skew not more than 1/2 inch per foot of
bar length
Install tie bars at longitudinal joints by 1 of the following methods:
1. Drill concrete and bond tie bars with chemical adhesive in compliance with the
manufacturer's instructions. Clean and dry drilled holes before placing chemical
adhesive and tie bars. After inserting tie bars into chemical adhesive, support the bars to
prevent movement during curing. If the Engineer rejects a tie bar installation, cut the tie
bar flush with the joint face and coat the exposed end of the tie bar with chemical
adhesive under Section 40-2, Materials." Offset new holes 3 inches horizontally from
the rejected hole's center.
2. Insert tie bars into plastic slip-formed concrete before finishing. Inserted tie bars must
have full contact between the bar and the concrete. If tie bars are inserted through the
plastic concrete surface, eliminate evidence of the insertion by reworking the concrete
over the tie bars.
3. Use threaded tie bar splice couplers fabricated from deformed bar reinforcement free of
external welding or machining.
4. Use tie bar baskets. Anchor baskets at least 200 feet in advance of the concrete
placement activity. If you request a waiver, describe the construction limitations or
restricted access preventing the advanced anchoring. After the baskets are anchored and
before the concrete is placed, cut and remove temporary spacer wires and demonstrate the
Book One- State Route 68 at San Benancio Road Intersection Improvements 209
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????tie bars do not move from their specified depth and alignment during concrete placement.
Use fasteners to anchor tie bar baskets.
If tie bars are not placed correctly, stop paving activities until you demonstrate to the
Engineer correction of the cause.
40-3.06 DOWEL BAR PLACEMENT
Center dowel bars within 2 inches in the longitudinal direction on transverse contraction
joints or construction joints.
If using curing compound as lubricant, apply the curing compound to dowels in 2 separate
applications. Lubricate each dowel bar entirely with bond breaker before placement. The last
application must be applied not more than 8 hours before placing the dowel bars. Apply each
curing compound application at a rate of 1 gallon per 150 square feet.
If dowel bars are placed by mechanical insertion, eliminate evidence of the insertion by
reworking the concrete over the dowel bars. If drilling and bonding dowel bars at construction
joints, use a grout retention ring.
If using dowel bar baskets, anchor them with fasteners.
Use at least 10 fasteners for basket sections greater than 12 feet and less than or equal to 16
feet. Baskets must be anchored at least 200 feet in advance of the concrete placement activity
unless the Engineer approves your waiver request. If requesting a waiver, describe the
construction limitations or restricted access preventing the advanced anchoring. After the
baskets are anchored and before the concrete is placed, cut and remove temporary spacer wires
and demonstrate the dowel bars do not move from their specified depth and alignment during
concrete placement.
Place dowel bars in compliance with:
Dowel Bar Tolerances
Dimension Tolerance
Horizontal offset 1 inch
Longitudinal translation +2 inches
Horizontal skew 3/8 inch, max
Vertical skew 3/8 inch, max
Vertical depth The minimum distance below the
concrete pavement surface must be:
DB d/3 + 1 /2 inch
where:
DB vertical distance in inches,
measured from concrete
pavement surface to any point
along the top of dowel bar
d concrete pavement thickness
in inches
The maximum distance below the
depth shown on the plans must be 0.05
foot.
If dowel bars are not placed correctly, stop paving activities until you demonstrate to the
Engineer correction of the cause.
Remove and replace the concrete pavement 3 feet on either side of a joint with a rejected
dowel bar.
Book One- State Route 68 at San Benancio Road Intersection Improvements 210
CONTRACT NO. 10- 11 1 065
BIB]
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BOOK-U02
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E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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HEARING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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C.-U012
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10-111065;-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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FO89518-U03
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HEARING-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
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BENANCIO-U012
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EFFECTIVE-U012
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B.-U012
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PROGRAM-U012
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IN-U012
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17,-U012
2011-U012
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24,-U012
2011,-U012
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OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????40-3.07 BAR REINFORCEMENT
Place bar reinforcement under Section 52, Reinforcement." Bar reinforcement must be
more than 1/2 inch below the saw cut depth at concrete pavement joints.
40-3.08 JOINTS
40-3.08A General
Concrete pavement joints consist of:
1. Longitudinal and transverse construction joints
2. Longitudinal and transverse contraction joints
3. Isolation joints
Construction joints must be normal to the concrete pavement surface.
Until contract acceptance and except for joint filler material, keep joints free of foreign
material including soil, gravel, concrete, or asphalt mix.
Volunteer cracks are cracks not coincident with constructed joints.
Repair concrete pavement damaged during joint construction under Section 40-3.17B,
Repair of Spalls, Raveling, and Tearing."
Do not bend tie bars or reinforcement in existing concrete pavement joints.
40-3.08B Construction Joints
Construction joints form where fresh concrete is placed against hardened concrete, existing
pavements, or structures.
Before placing concrete at construction joints, apply a curing compound under Section 90-
7.0113, Curing Compound Method," to the vertical surface of existing or hardened concrete and
allow it to dry.
Use a metal or wooden bulkhead to form transverse construction joints. If dowel bars are
specified, the bulkhead must allow dowel bar installation.
40-3.08C Contraction Joints
In multilane monolithic concrete pavement, use the sawing method to construct longitudinal
contraction joints. Construct transverse contraction joints by the sawing method.
Construct transverse contraction joints within 1 foot of their specified spacing. If a slab
length of less than 5 feet would be formed, adjust the transverse contraction joint spacing.
Construct transverse contraction joints across the full concrete pavement width regardless of
the number or types of longitudinal joints crossed. In areas of converging and diverging
pavements, space transverse contraction joints so their alignment is continuous across the full
width where converging and diverging pavements are contiguous. Longitudinal contraction
joints must be parallel with the concrete pavement centerline. Transverse and longitudinal
contraction joints must not deviate by more than 0.1 foot from either side of a 12-foot straight
line, except for longitudinal joints parallel to a curving centerline.
40-3.08D Isolation Joints
Construct isolation joints by saw cutting a minimum 1/8-inch width to full concrete
pavement depth at the existing concrete pavement's edge and removing the concrete to expose a
flat vertical surface. Before placing concrete, secure joint filler material that prevents new
concrete from adhering to the existing concrete face.
Book One- State Route 68 at San Benancio Road Intersection Improvements 211
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
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C.-U012
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10-111065;-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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OF-U012
STATE-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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CONDUCT-U07
A-U07
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HEARING-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS-U012
BY-U012
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MEASURES;-U012
B.-U012
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TO-U012
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TO-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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JANUARY-U012
17,-U012
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JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Dispose of concrete saw cutting residue under Section 7-1.13, Disposal of Materials Outside
the Highway Right of Way."
40-3.08E Sawing Method
The sawing method is cutting a groove in the concrete pavement with a power driven
concrete saw. Grooves for longitudinal and transverse contraction joints must be the minimum
width possible for the type of saw used. If necessary, the top of the joint must be sawn wider to
provide space for joint sealant. Immediately wash slurry from the joint with water under 100 psi
maximum pressure.
Saw longitudinal and transverse contraction joints before volunteer cracking occurs and after
the concrete is hard enough to saw without spalling, raveling, or tearing.
To keep foreign material out of grooves before joint sealant or compression seal installation,
you may use joint filler in sawed contraction joints. Joint filler must not react adversely with the
concrete or cause concrete pavement damage. After sawing and washing a joint, install joint
filler material that keeps moisture in the adjacent concrete during the 72 hours after paving. If
you install joint filler material, the specifications for spraying the sawed joint with additional
curing compound under Section 40-3.13, Curing," do not apply. If using absorptive filler
material, moisten the filler immediately before or after installation.
40-3.09 JOINT SEALANT AND COMPRESSION SEAL INSTALLATION
40-3.09A General
At least 7 days after concrete pavement placement and not more than 4 hours before
installing joint sealant or compression seal materials, use dry sand blasting and other methods to
clean the joint walls of objectionable material such as soil, asphalt, curing compound, paint, and
rust. The maximum sand blasting nozzle diameter must be 1/4 inch. The minimum pressure
must be 90 psi. Sand blast each side of the joint at least once, in at least 2 separate passes. Hold
the nozzle at an angle to the joint from 1 to 2 inches from the concrete pavement. Using a
vacuum, collect sand, dust, and loose material at least 2 inches on each side of the joint. Remove
surface moisture and dampness at the joints with compressed air that may be moderately hot.
Before you install joint sealant or compression seal, the joint wall must be free of moisture,
residue, or film.
If grinding or grooving over or adjacent to sealed joints, remove joint sealant or compression
seal materials and dispose of them under Section 7-1.13, Disposal of Material Outside the
Highway Right of Way." After grinding or grooving, replace the joint sealant or compression
seal materials.
40-3.09B Liquid Sealant
Do not install liquid sealant in construction joints.
Install backer rods when the concrete pavement temperature is above the air dew point and
when the air temperature is at least 40 F.
Install liquid sealant immediately after installing the backer rod. Install sealant using a
mechanical device with a nozzle shaped to introduce the sealant from inside the joint. Extrude
sealant evenly and with continuous contact with the joint walls. Recess the sealant surface after
placement. Remove excess sealant from the concrete pavement surface.
Do not allow traffic over sealed joints until the sealant is set.
40-3.09C Preformed Compression Seal
Do not install preformed compression seal in construction or isolation joints.
Book One- State Route 68 at San Benancio Road Intersection Improvements 212
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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BY-U012
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C.-U012
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ROUTE-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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D.-U012
CONSIDER-U012
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OF-U012
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SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
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DIRECTOR-U012
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BIDDERS"-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Install longitudinal seals before transverse seals. Longitudinal seals must be continuous
except at intersections with transverse seals. Install transverse seals in 1 continuous piece for the
entire transverse length of concrete pavement. With a sharp instrument, cut across the
longitudinal seal at the intersection with transverse construction joints. If the longitudinal seal
does not relax enough to properly install the transverse seal, trim the longitudinal seal to form a
tight seal between the 2 joints.
Use a machine specifically designed for preformed compression seal installation. The
machine must install the seal:
1. To the specified depth
2. To make continuous contact with the joint walls
3. Without cutting, nicking, or twisting the seal
4. With less than 4 percent stretch
Lay a length of preformed compression seal material cut to the exact length of the pavement
joint to be sealed. The Engineer measures this length. After you install the length of preformed
compression joint sealant, the Engineer measures the excess amount of material at the joint end.
The Engineer divides the excess amount length by the original measured length to determine the
percentage of stretch.
40-3.10 SHOULDER RUMBLE STRIP
If specified, construct shoulder rumble strips by rolling or grinding indentations in new
concrete pavement.
Select the method and equipment for constructing ground-in indentations.
Do not construct shoulder rumble strips on structures or approach slabs.
Construct rumble strips within 2 inches of the specified alignment. Roller or grinding
equipment must be equipped with a sighting device enabling the operator to maintain the rumble
strip alignment.
Indentations must not vary from the specified dimensions by more than 1/16 inch in depth or
more than 10 percent in length and width.
The Engineer orders grinding or removal and replacement of noncompliant rumble strips to
bring them within specified tolerances. Ground surface areas must be neat and uniform in
appearance.
The grinding equipment must be equipped with a vacuum attachment to remove residue.
Dispose of removed material under Section 7-1.13, Disposal of Material Outside the
Highway Right of Way."
40-3.11 PRELIMINARY FINISHING
40-3.11A General
Preliminary finishing must produce a smooth and true-to-grade finish. After preliminary
finishing, mark each day's concrete pavement with a stamp. The stamp must be approved by the
Engineer before paving starts. The stamp must be approximately 1' x 2' in size. The stamp must
form a uniform mark from 1/8 to 1/4 inch deep. Locate the mark 20 feet 5 feet from the
transverse construction joint formed at each day's start of paving and 1 foot 0.25 foot from the
concrete pavement's outside edge. The stamp mark must show the month, day, and year of
placement and the station of the transverse construction joint. Orient the stamp mark so it can be
read from the concrete pavement's outside edge.
Do not apply more water to the concrete pavement surface than can evaporate before float
finishing and texturing are completed.
Book One- State Route 68 at San Benancio Road Intersection Improvements 213
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROUTE-U012
68-U012
AT-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
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WORKS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
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68-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Allow enough time to complete finishing activities during daylight. Work may continue after
daylight if the Engineer approves lighting you provide.
40-3.11B Stationary Side Form Finishing
If stationary side form construction is used, give the concrete a preliminary finish by the
machine float method or the hand method.
If using the machine float method:
1. Use self-propelled machine floats.
2. Determine the number of machine floats required to perform the work at a rate equal to
the concrete delivery rate. When the time from concrete placement to machine float
finishing exceeds 30 minutes, stop concrete delivery. When machine floats are in proper
position, you may resume concrete delivery and paving.
3. Machine floats must run on side forms or adjacent concrete pavement lanes. If running
on adjacent concrete pavement, protect the adjacent concrete pavement surface under
Section 40-3.15, Protecting Concrete Pavement."
4. Floats must be hardwood, steel, or steel-shod wood. Floats must be equipped with
devices that adjust the under side to a true flat surface.
If using the hand method, finish concrete smooth and true to grade with manually operated
floats or powered finishing machines.
40-3.11C Slip-Form Finishing
If slip-form construction is used, the slip-form paver must give the concrete pavement a
preliminary finish. You may supplement the slip-form paver with machine floats.
Before the concrete hardens, correct concrete pavement edge slump in excess of 0.02 foot
exclusive of edge rounding.
40-3.12 FINAL FINISHING
After completing preliminary finishing, round the edges of the initial paving widths to a 0.04-
foot radius. Round transverse and longitudinal construction joints to a 0.02-foot radius.
Before curing, texture the pavement. Perform initial texturing with a burlap drag or broom
device that produces striations parallel to the centerline. Perform final texturing with a steel-
tined device that produces grooves parallel with the centerline.
Construct longitudinal grooves with a self-propelled machine designed specifically for
grooving and texturing concrete pavement. The machine must have tracks to maintain constant
speed, provide traction, and maintain accurate tracking along the pavement surface. The
machine must have a single row of rectangular spring steel tines. The tines must be from 3/32 to
1/8 inch wide, on 3/4-inch centers, and must have enough length, thickness, and resilience to
form grooves approximately 3/16 inch wide. The machine must have horizontal and vertical
controls. The machine must apply constant down pressure on the pavement surface during
texturing. The machines must not cause ravels.
Construct grooves over the entire pavement width in a single pass except do not construct
grooves 3 inches from the concrete pavement edges and longitudinal joints. Final texture must
be uniform and smooth. Use a guide to properly align the grooves. Grooves must be parallel
and aligned to the pavement edge across the pavement width. Grooves must be from 1/8 to 3/16
inch deep and 3/16 inch wide after concrete has hardened.
For irregular areas and areas inaccessible to the grooving machine, you may hand-construct
grooves in compliance with the hand method under Section 40-3.11B, Stationary Side Form
Book One- State Route 68 at San Benancio Road Intersection Improvements 214
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Finishing." Hand-constructed grooves must comply with the specifications for machine-
constructed grooves.
Initial and final texturing must produce a coefficient of friction of at least 0.30 when tested
under California Test 342. Notify the Engineer when the concrete pavement is scheduled to be
opened to traffic. Allow at least 25 days for the Department to test for coefficient of friction
from the later of:
1. Seven days after concrete placement
2. When the concrete pavement has attained a modulus of rupture of 550 psi
Do not open the concrete pavement to traffic unless the coefficient of friction is at least 0.30.
Correct concrete pavement not complying with the Engineer's acceptance criteria for
coefficient of friction by grooving or grinding under Section 42, Groove and Grind Pavement."
Do not grind before:
1. Ten days after concrete pavement placement
2. Concrete has developed a modulus of rupture of at least 550 psi
Before opening to traffic, allow at least 25 days for the Department to retest sections for
coefficient of friction after corrections are made.
40-3.13 CURING
Cure the concrete pavement's exposed area with waterproof membrane or curing compound
1) or 2) under Section 90-7.01, Methods of Curing." When side forms are removed within 72
hours of the start of curing, also cure the concrete pavement edges.
If curing compound is used, apply it with mechanical sprayers. Reapply curing compound to
sawcuts and disturbed areas.
40-3.14 EARLY USE OF CONCRETE PAVEMENT
If requesting early use of concrete pavement:
1. Furnish molds and machines for modulus of rupture testing
2. Sample concrete
3. Fabricate beam specimens
4. Test for modulus of rupture under California Test 523
When you request early use, concrete pavement must have a modulus of rupture of at least
350 psi. Protect concrete pavement under Section 40-3.15, Protecting Concrete Pavement."
40-3.15 PROTECTING CONCRETE PAVEMENT
Protect concrete pavement under Section 90-8, Protecting Concrete."
Maintain the concrete pavement temperature at not less than 40 F for the initial 72 hours.
Protect the concrete pavement surface from activities that cause damage and reduce texture
and coefficient of friction. Do not allow soil, gravel, petroleum products, concrete, or asphalt
mixes on the concrete pavement surface.
Construct crossings for traffic convenience. If the Engineer approves your request, you may
use Type III portland cement in the concrete for crossings. Do not open crossings until the
Department determines by California Test 523 the concrete pavement's modulus of rupture is at
least 550 psi.
Book One- State Route 68 at San Benancio Road Intersection Improvements 215
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
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ROUTE-U012
68-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Do not open concrete pavement to traffic or use equipment on the concrete pavement for 10
days after paving or before the concrete has attained a modulus of rupture of 550 psi except:
1. If the equipment is for sawing contraction joints
2. If the Engineer approves your request, one side of paving equipment's tracks may be on
the concrete pavement after a modulus of rupture of 350 psi has been attained, provided:
2.1. Unit pressure exerted on the concrete pavement by the paver does not exceed 20 psi
2.2. You change the paving equipment tracks to prevent damage or the paving
equipment tracks travel on protective material such as planks
2.3. No part of the track is closer than 1 foot from the concrete pavement's edge
If concrete pavement damage including visible cracking occurs, stop operating paving
equipment on the concrete pavement and repair the damage.
40-3.16 OBTAINING DRILLED CORES
Drill concrete pavement cores under ASTM C 42/ C 42M. Core drilling equipment must use
diamond impregnated bits.
Clean, dry, and fill core holes with hydraulic cement grout non-shrink) or pavement
concrete. Coat the core hole walls with epoxy under the specifications for epoxy adhesive for
bonding new concrete to old concrete in Section 95, Epoxy." The backfill must match the
adjacent concrete pavement surface elevation and texture.
Do not allow residue from core drilling to fall on traffic, flow across shoulders or lanes
occupied by traffic, or flow into drainage facilities including gutters.
40-3.17 REPAIR, REMOVAL, AND REPLACEMENT
40-3.17A General
Working cracks are full-depth cracks essentially parallel to a planned contraction joint
beneath which a contraction crack has not formed. If the Engineer orders, take 4-inch nominal
diameter cores on designated cracks under Section 40-3.16, Obtaining Drilled Cores."
40-3.17B Repair of Spalls, Raveling, and Tearing
Before concrete pavement is open to traffic, repair spalls, raveling, and tearing in sawed
joints.Make repairs in compliance with the following:
1. Saw a rectangular area with a diamond-impregnated blade at least 2 inches deep.
2. Remove unsound and damaged concrete between the saw cut and the joint and to the saw
cut's depth. Do not use a pneumatic hammer heavier than 15 pounds. Do not damage
concrete pavement to remain in place.
3. Dispose of removed concrete pavement under Section 7-1.13, Disposal of Materials
Outside the Highway Right of Way."
4. Clean the repair area's exposed surfaces with high pressure abrasive water blasting.
Further clean and dry the exposed surfaces with compressed air free of moisture and oil.
5. Apply epoxy as specified for epoxy resin adhesive for bonding new concrete to old
concrete under Section 95, Epoxy." Apply the epoxy with a stiff bristle brush.
6. Apply a portland cement concrete or mortar patch immediately following the epoxy
application. Install an insert to prevent bonding of the sides of planned joints.
Repair spalls if they are:
Book One- State Route 68 at San Benancio Road Intersection Improvements 216
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1. Deeper than 0.05 foot
2. Wider than 0.04 foot
3. Longer than 0.3 foot
40-3.17C Route and Seal Working Cracks
Treat working cracks within 0.5 foot of either side of a planned contraction joint in
compliance with the following:
1. Route and seal the crack with epoxy resin in compliance with the following:
1.1. Use a powered rotary router mounted on wheels, with a vertical shaft and a routing
spindle that casters as it moves along the crack
1.2. Form a reservoir 3/4 inch deep by 3/8 inch wide in the crack
1.3. Use equipment that does not cause raveling or spalling
1.4. Place liquid sealant
2. Treat the contraction joint adjacent to the working crack in compliance with the
following:
2.1. Use epoxy resin under ASTM C 881/C 881M, Type IV, Grade 2 for Type B joints
and secondary saw cuts for Type Al and Type A2 joints
2.2. Pressure inject epoxy resin under ASTM C 881/C881M, Type IV, Grade 1 for
narrow saw cuts including initial saw cuts for Type Al and Type A2 joints
If a working crack intersects a contraction joint, route and seal the working crack and seal the
contraction joint as specified for installing liquid sealant under Section 40-3.09, Joint Seal and
Joint Sealant Installation."
40-3.17D Removal and Replacement of Slabs
As specified, remove and replace slabs or partial slabs for:
1. Insufficient thickness
2. Dowel bar misalignment
3. Working cracks more than 0.5 foot from a planned contraction joint
40-4 MEASUREMENT AND PAYMENT
40-4.01 MEASUREMENT
The contract item for concrete pavement as designated in the Verified Bid Item List is
measured by the cubic yard. The Engineer calculates the pay quantity volume based on the plan
dimensions. The Engineer does not measure concrete pavement placed outside those dimensions
unless it was ordered by the Engineer.
The contract items for sealing joints as designated in the Verified Bid Item List are measured
by the linear foot.
The contract item for shoulder rumble strips is measured by the station along each shoulder
on which the rumble strips are constructed without deductions for gaps between indentations.
40-4.02 PAYMENT
The contract price paid per cubic yard for concrete pavement as designated in the Verified
Bid Item List includes full compensation for furnishing all labor, materials, tools, equipment, and
Book One- State Route 68 at San Benancio Road Intersection Improvements 217
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???incidentals, and for doing all the work involved in constructing the concrete pavement, complete
in place including bar reinforcement, tie bars, dowel bars, anchors, and fasteners, as shown on
the plans and as specified in these specifications and the special provisions, and as directed by
the Engineer.
The Engineer adjusts payment for each primary area deficient in average thickness in
compliance with the following:
Average Thickness
Deficiency foot) Deficiency Adjustment
$/yd2)
0.01 0.90
0.02 2.30
0.03 4.10
0.04 6.40
0.05 9.11
Pay Adjustments for Deficient Thickness
If the average thickness deficiency is less than 0.01 foot, the Engineer does not adjust
payment for thickness deficiency. If the average thickness deficiency is more than 0.01 foot, the
Engineer rounds to the nearest 0.01 foot and uses the adjustment table.
Full compensation for core drilling and backfilling the cores ordered by the Engineer for
measuring concrete pavement thickness and determining full-depth cracks is included in the
contract price paid per cubic yard for concrete pavement as designated in the Engineer's Estimate
and no additional compensation will be allowed therefor. The Department does not pay for
additional concrete pavement thickness measurements requested by the Contractor.
The Department does not pay for the portion of concrete that penetrates treated permeable
base.
Full compensation for the quality control plan is included in the contract price paid per cubic
yard for concrete pavement as designated in the Verified Bid Item List and no separate payment
will be made therefor.
Full compensation for furnishing and applying asphaltic emulsion on cement treated
permeable base is included in the contract price paid per cubic yard for concrete pavement as
designated in the Engineer's Estimate and no separate payment will be made therefor.
Full compensation for repairing joints is included in the contract price paid per cubic yard for
concrete pavement as designated in the Verified Bid Item List and no separate payment will be
made therefor.
Full compensation for furnishing, calibrating, and operating profilograph equipment for
Profile Index, for submitting profilograms, and for performing corrective work is included in the
contract price paid per cubic yard for concrete pavement as designated in the Verified Bid Item
List and no separate payment will be made therefor.
Full compensation for grooving and grinding for final finishing is included in the contract
price paid per cubic yard for concrete pavement as designated in the Verified Bid Item List and
no separate payment will be made therefor.
Full compensation for removing and replacing joint material for grooving and grinding is
included in the contract price per cubic yard for concrete pavement as designated in the Verified
Bid Item List and no separate payment will be made therefor.
Full compensation for removing and replacing slabs is included in the contract price paid per
cubic yard for concrete pavement as designated in the Verified Bid Item List and no separate
payment will be made therefor.
Full compensation for drilling holes and bonding tie bars with chemical adhesive is included
in the contract price paid per cubic yard for concrete pavement as designated in the Verified Bid
Item List and no additional compensation will be allowed therefor.
Book One- State Route 68 at San Benancio Road Intersection Improvements 218
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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BY-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
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CONSIDER-U012
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MAKING-U012
APPROPRIATE-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Full compensation for repairing damage caused by operating paving equipment on new
concrete pavement is included in the contract price paid per cubic yard for concrete pavement as
designated in the Verified Bid Item List and no separate payment will be made therefor.
The material and work necessary for the construction of crossings for public convenience,
and their subsequent removal and disposal, will be paid for at the contract prices for the items of
work involved and if there are no contract items for the work involved, payment for concrete
pavement crossings will be made by extra work as specified in Section 4-1.03D, Extra Work."
The Department will reduce payments to the Contractor by $56.12 per square yard for
concrete pavement slabs allowed to remain in place represented by cores indicating dowel bars
placed with their centers from 2 inches to 3 inches from the saw cut of a transverse
contraction joint
The Engineer will calculate the reduced payment using the slab dimensions adjacent to and
inclusive of the joints with misplaced dowel bars. This reduced payment is in addition to other
specified payment reductions.
The Department will reduce payments to the Contractor by $59.56 per square yard for
concrete pavement allowed to remain in place represented by cores indicating either of the
following:
1. Tie bars placed outside their specified placement and position tolerances
2. Bar reinforcement placed outside their specified placement and position tolerances
The Engineer will calculate the reduced payment using the slab dimensions adjacent to and
inclusive of the joints with misplaced tie bars. This reduced payment is in addition to other
specified payment reductions.
Full compensation for core drilling for checking dowel or tie bar alignment and backfilling
the cores is included in the contract price paid per cubic yard for concrete pavement as
designated in the Engineer's Estimate and no additional compensation will be allowed therefor.
If the initial cores show that dowel bars or tie bars are out of tolerance for alignment and the
Engineer orders additional dowel or tie bar coring, full compensation for drilling the additional
cores is included in the contract price paid per cubic yard for concrete pavement as designated in
the Verified Bid Item List and no additional compensation will be allowed therefor.
If the initial cores show that dowel bars or tie bars are within alignment tolerances and the
Engineer orders more dowel or tie bar coring, the additional cores will be paid for as extra work
as specified in Section 4-1.03D, Extra Work."
The Department will not pay for additional coring to check dowel or tie bar alignment you
request.
Full compensation for performing profilograph tests, furnishing the profilograms and
electronic files to the Engineer, and for performing corrective work is included in the contract
price paid per cubic yard for the type of concrete pavement as designated in the Verified Bid
Item List and no additional compensation will be allowed therefor.
The contract prices paid per linear foot for seal pavement joint, seal isolation joint, and seal
longitudinal isolation joint include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in sealing pavement joints and
sealing isolation joints, complete in place, as shown on the plans, and as specified in these
specifications and the Special Provisions, and as directed by the Engineer.
The contract price paid per station for shoulder rumble strip includes full compensation for
furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work
involved in constructing the rumble strip complete in place, as shown on the plans, as specified
in these Standard Specifications and as directed by the Engineer.
Book One- State Route 68 at San Benancio Road Intersection Improvements 219
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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8/4/2010-U04
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15366-U05
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
MITIGATION-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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BY-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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7/19/2010-U011
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68-U012
AT-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 41 PAVEMENT SUBSEALING AND JACKING
Issued 01-05-07)
In Section 41-1.02 replace the 2nd and 3rd paragraphs with:
Cement for grout shall be Type II portland cement conforming to the provisions in Section
90-2.01A, Cement."
Fly ash shall conform to the requirements in AASHTO Designation: M 295 for either Class
C or for Class F. The brand of fly ash used in the work shall conform to the provisions for
approval of admixture brands in Section 90-4.03, Admixture Approval."
In Section 41-1.02 replace the 5th paragraph with:
Chemical admixtures and calcium chloride may be used. Chemical admixtures in the grout
mix shall conform to the provisions in Section 90-4, Admixtures." Calcium chloride shall
conform to ASTM Designation: D 98.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 42 GROOVE AND GRIND PAVEMENT
Issued 05-15-09)
In Section 42-2.02 replace the 3rd paragraph with:
Existing portland cement concrete pavement not constructed as part of the project shall be
ground as follows:
Grinding shall be performed so that the pavement surface on both sides of all transverse
joints and cracks has essentially the same depth of texture and does not vary from a true
plane enough to permit a 0.006-foot thick shim 0.25-foot wide to pass under a 3-foot
straightedge adjacent to either side of the joint or crack when the straightedge is laid on
the pavement parallel to centerline with its midpoint at the joint or crack. After grinding
has been completed, the pavement shall conform to the straightedge and profile
requirements specified in Section 40-1.03, Quality Control and Assurance."
Abnormally depressed areas due to subsidence or other localized causes will be excluded
from testing with the profilograph and 12-foot straightedge specified in Section 40-1.03.
The accumulated total of the excluded areas shall not exceed 5 percent of the total area to
be ground. Profilograph testing shall end 25 feet prior to excluded areas and shall resume
25 feet following the excluded areas.
In Section 42-2.03 replace the 2nd paragraph with:
Replacement concrete paving shall conform to the provisions in Section 40, Concrete
Pavement." Replacement pavement may be spread and shaped by any suitable powered
finishing machines, supplemented by handwork as necessary. Consolidation of the concrete
Book One- State Route 68 at San Benancio Road Intersection Improvements 220
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
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NO.-U012
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NO.-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???shall be by means of high-frequency internal vibrators within 15 minutes after the concrete is
deposited on the subgrade. Vibrating shall be done with care and in such manner to assure
adequate consolidation adjacent to forms and uniformly across the full paving width. Use of
vibrators for extensive shifting of the mass of concrete will not be permitted. Methods of
spreading, shaping and compacting that result in segregation, voids or rock pockets shall be
discontinued, and the Contractor shall adopt methods which will produce dense homogeneous
pavement conforming to the required cross section. Finishing may be performed by hand
method, as specified in Section 40-3.11B, Stationary Side Form Finishing."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 49 PILING
Issued 12-19-08)
In Section 49-1.03 replace the 4th paragraph with:
Modification to the specified installation methods and specified pile tip elevation will not be
considered at locations where settlement, tension demands, or lateral load demands control
design pile tip elevations or when the plans state that specified pile tip elevation shall not be
revised.
In Section 49-1.03 in the 6th paragraph, replace the 1st sentence with:
Indicator compression pile load testing shall conform to the requirements in ASTM
Designation: D 1143-81.
In Section 49-1.03 in the 7th paragraph, replace the 1st sentence with:
Indicator tension pile load testing shall conform to the requirements in ASTM Designation:
D 3689-90.
In Section 49-1.03 replace the 9th paragraph with:
The Contractor shall furnish piling of sufficient length to obtain the specified tip elevation
shown on the plans or specified in the Special Provisions.
In Section 49-1.04 replace the 6th paragraph with:
The Contractor may use additional cementitious material in the concrete for the load test and
anchor piles.
In Section 49-6.01 replace the 1st paragraph with:
The length of timber, steel, and precast prestressed concrete piles, and of cast-in-place
concrete piles consisting of driven shells filled with concrete, shall be measured along the
longest side, from the tip elevation shown on the plans to the plane of pile cut-off.
Book One- State Route 68 at San Benancio Road Intersection Improvements 221
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???In Section 49-6.02 add:
When pile tips are revised by the Engineer for timber, steel, and precast prestressed concrete
piles, and for cast-in-place concrete piles consisting of driven shells filled with concrete, the
additional length required, including all materials, equipment, and labor for furnishing, splicing,
and installing the piling, will be paid for as extra work as provided in Section 4-1.03D, Extra
Work."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 50 PRESTRESSING CONCRETE
Issued 06-05-09)
In Section 50-1.05 replace the 1st paragraph with:
Prestressing steel shall be high-tensile wire conforming to the requirements in ASTM
Designation: A 421, including Supplement I; high-tensile seven-wire strand conforming to the
requirements in ASTM Designation: A 416; or uncoated deformed Type II) high-strength steel
bars conforming to the requirements in ASTM Designation: A 722, including all supplementary
requirements. The maximum weight requirement of ASTM Designation: A 722 will not apply.
In Section 50-1.05 in the 3rd paragraph, delete item A.
In Section 50-1.07 replace the 2nd paragraph with:
Ducts shall be fabricated with either welded or interlocked seams. Galvanizing of the welded
seam will not be required. Ducts shall have sufficient strength to maintain their correct
alignment during placing of concrete. Joints between sections of duct shall be positive metallic
connections which do not result in angle changes at the joints. Waterproof tape shall be used at
the connections. Ducts shall be bent without crimping or flattening. Transition couplings
connecting the ducts to anchoring devices shall be either ferrous metal or polyolefin. Ferrous
metal transition couplings need not be galvanized.
In Section 50-1.07 replace the 7th paragraph with:
All ducts with a total length of 400 feet or more shall be vented. Vents shall be placed at
intervals of not more than 400 feet and shall be located within 6 feet of every high point in the
duct profile. Vents shall be 1/2 inch minimum diameter standard pipe or suitable plastic pipe.
Connections to ducts shall be made with metallic or plastic structural fasteners. Plastic
components, if selected, shall not react with the concrete or enhance corrosion of the prestressing
steel and shall be free of water soluble chlorides. The vents shall be mortar tight, taped as
necessary, and shall provide means for injection of grout through the vents and for sealing the
vents. Ends of vents shall be removed one inch below the roadway surface after grouting has
been completed.
Book One- State Route 68 at San Benancio Road Intersection Improvements 222
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???In Section 50-1.08 in the 11th paragraph, replace item B with:
B. When the concrete is designated by class or cementitious material content, either the
concrete compressive strength shall have reached the strength shown on the plans at the
time of stressing or at least 28 days shall have elapsed since the last concrete to be
prestressed has been placed, whichever occurs first.
In Section 50-1.09 replace the 2nd and 3rd paragraphs with:
Grout shall consist of cement and water and may contain an admixture if approved by the
Engineer.
Cement shall conform to the provisions in Section 90-2.01A, Cement."
In Section 50-1.11 replace the 1st paragraph with:
No separate payment will be made for pretensioning precast concrete members. Payment for
pretensioning precast concrete members shall be considered as included in the contract price paid
for furnish precast members as provided for in Section 51, Concrete Structures."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 51 CONCRETE STRUCTURES
Issued 06-05-09)
In Section 51-1.05 in the 11th paragraph, replace the 1st sentence with:
Form panels for exposed surfaces shall be furnished and placed in uniform widths of not less
than 3 feet and in uniform lengths of not less than 6 feet, except at the end of continuously
formed surfaces where the final panel length required is less than 6 feet.
In Section 51-1.06C in the 11th paragraph, replace the 1st sentence with:
Falsework for box culverts and other structures with decks lower than the roadway pavement
and with span lengths of 14 feet or less shall not be released until the last placed concrete has
attained a compressive strength of 1,600 psi, provided that curing of the concrete is not
interrupted.
In Section 51-1.11 replace the 6th paragraph with:
Construction methods and equipment employed by the Contractor shall conform to the
provisions in Section 7-1.02, Load Limitations."
In Section 51-1.12D replace the 4th paragraph with:
Expanded polystyrene shall be a commercially available polystyrene board. Expanded
polystyrene shall have a minimum flexural strength of 35 psi determined in conformance with
the requirements in ASTM Designation: C 203 and a compressive yield strength of between 16
and 40 psi at 5 percent compression. Surfaces of expanded polystyrene against which concrete is
Book One- State Route 68 at San Benancio Road Intersection Improvements 223
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???placed shall be faced with hardboard. Hardboard shall be 1/8 inch minimum thickness,
conforming to ANSI A135.4, any class. Other facing materials may be used provided they
furnish equivalent protection. Boards shall be held in place by nails, waterproof adhesive, or
other means approved by the Engineer.
In Section 51-1.12F replace the 3rd paragraph with:
Type A and AL joint seals shall consist of a groove in the concrete that is filled with field-
mixed silicone sealant.
In Section 51-1.12F in the 6th paragraph, replace the table with:
Movement Rating MR) Seal Type
MR 1 inch Type A or Type B
1 inch MR 2 inches Type B
2 inches MR 4 inches Joint Seal Assembly Strip Seal)
MR 4 inches Joint Seal Assembly Modular Unit)
or Seismic Joint
In Section 51-1.12F(3)(a) replace the 1st and 2nd paragraphs with:
The sealant must consist of a 2-component silicone sealant that will withstand up to 50
percent movement.
Silicone sealants must be tested under California Test 435 and must comply with the
following:
Specification Requirement
Modulus at 150 percent elongation 8-75 psi
Recovery
21/32 inch max.
Notch Test Notched or loss of bond 1/4 inch,
max.
Water Resistance Notched or loss of bond 1/4 inch,
max.
Ultraviolet Exposure No more than slight checking or
ASTM Designation: G 154, Table cracking.
X2.1,Cycle 2.
Cone Penetration 4.5-12.0 mm
In Section 51-1.12F(3)(a) delete the 3rd and 8th paragraphs.
In Section 51-1.12F(3)(a) replace the 10th paragraph with:
A Certificate of Compliance accompanied by a certified test report must be furnished for
each batch of silicone sealant in conformance with the provisions in Section 6-1.07, Certificates
of Compliance."
In Section 51-1.12F(3)(b) replace the 2nd paragraph with:
The preformed elastomeric joint seal must conform to the requirements in ASTM D 2628 and
the following:
Book One- State Route 68 at San Benancio Road Intersection Improvements 224
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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A-U07
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300-PUBLIC-U08
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7/19/2010-U011
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1. The seal must consist of a multichannel, nonporous, homogeneous material furnished in a
finished extruded form.
2. The minimum depth of the seal measured at the contact surface must be at least 95
percent of the minimum uncompressed width of the seal as designated by the
manufacturer.
3. When tested in conformance with the requirements in California Test 673 for Type B
seals, joint seals must provide a movement rating MR) of not less than that shown on the
plans.
4. The top and bottom edges of the joint seal must maintain continuous contact with the
sides of the groove over the entire range of joint movement.
5. The seal must be furnished full length for each joint with no more than 1 shop splice in
any 60-foot length of seal.
6. The Contractor must demonstrate the adequacy of the procedures to be used in the work
before installing seals in the joints.
7. One field splice per joint may be made at locations and by methods approved by the
Engineer. The seals are to be manufactured full length for the intended joint, then cut at
the approved splice section and rematched before splicing. The Contractor must submit
splicing details prepared by the joint seal manufacturer for approval before beginning
splicing work.
8. Shop splices and field splices must have no visible offset of exterior surfaces and must
show no evidence of bond failure.
9. At all open ends of the seal that would admit water or debris, each cell must be filled to a
depth of 3 inches with commercial quality open cell polyurethane foam or closed by other
means subject to approval by the Engineer.
In Section 51-1.12F(3)(b) replace the 7th paragraph with:
The joint seal must be installed full length for each joint with equipment that does not twist
or distort the seal, elongate the seal longitudinally, or otherwise cause damage to the seal or to
the concrete forming the groove.
In Section 51-1.12F(3)(b) in the 11th paragraph, replace the 1st sentence with:
Samples of the prefabricated joint seals, not less than 3 feet in length, will be taken by the
Engineer from each lot of material.
In Section 51-1.12H(1) in the 6th paragraph, replace the 4th and 5th sentences with:
Each ply of fabric shall have a breaking strength of not less than 800 pounds per inch of
width in each thread direction when 3" x 36" samples are tested on split drum grips. The bond
between double plies shall have a minimum peel strength of 20 pounds per inch.
In Section 51-1.12H(1) in the 8th paragraph in the table, replace the hardness Type A)
requirements with:
Hardness Type A)
D 2240 with 2kg mass.
55 f5
Book One- State Route 68 at San Benancio Road Intersection Improvements 225
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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MITIGATION-U012
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CONSIDER-U012
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A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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APPROVING-U012
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68-U012
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05-0H8220,-U012
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10-111065;-U012
D.-U012
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E.-U012
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ADVERTISE-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
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MAKING-U012
APPROPRIATE-U012
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ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
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ROUTE-U012
68-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???In Section 51-1.12H(2) in the 1st paragraph in item A, replace the 1st and 2nd sentences
with:
The bearings shall consist of alternating steel laminates and internal elastomer laminates with
top and bottom elastomer covers. Steel laminates shall have a nominal thickness of 0.075 inch
14 gage).
In Section 51-1.135 replace the 1st paragraph with:
Mortar shall be composed of cementitious material, sand, and water proportioned and mixed
as specified in this Section 51-1.135.
In Section 51-1.135 replace the 3rd paragraph with:
The proportion of cementitious material to sand, measured by volume, shall be 1 to 2 unless
otherwise specified.
In Section 51-1.17 in 4th paragraph, replace the 3rd sentence with:
The surfaces shall have a profile trace showing no high points in excess of 0.25 inch, and the
portions of the surfaces within the traveled way shall have a profile count of 5 or less in any 100
foot section.
Add:
51-1.17A Deck Crack Treatment
The Contractor shall use all means necessary to minimize the development of shrinkage
cracks.
The Contractor shall remove all equipment and materials from the deck and clean the surface
as necessary for the Engineer to measure the surface crack intensity. Surface crack intensity will
be determined by the Engineer after completion of concrete cure, before prestressing, and before
the release of falsework. In any 500 square foot portion of deck within the limits of the new
concrete deck, should the intensity of cracking be such that there are more than 50 feet of cracks
whose width at any location exceeds 0.02 inch, the deck shall be treated with a high molecular
weight methacrylate HMWM) resin system. The area of deck to be treated shall have a width
that extends for the entire width of new deck inside the concrete barriers and a length that
extends at least 5 feet beyond the furthest single continuous crack outside the 500 square foot
portion, measured from where that crack exceeds 0.02 inch in width, as determined by the
Engineer.
Deck crack treatment shall include furnishing, testing, and applying the HMWM resin
system, with sand and absorbent material. If grinding is required, deck crack treatment shall take
place before grinding.
51-1.17A(1) Submittals
Submit a HMWM resin system placement plan. When HMWM resin is to be applied within
100 feet of a residence, business, or public space including sidewalks under a structure, also
submit a public safety plan. Submit plans under Section 5-1.02, Plans and Working Drawings,"
of the Standard Specifications. The review time is 15 days.
The HMWM resin system placement plan must include:
1. Schedule of work and testing for each bridge
Book One- State Route 68 at San Benancio Road Intersection Improvements 226
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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MONITORING-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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ROUTE-U012
68-U012
AT-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
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SIGN-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
RESOLUTION-U012
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APPROPRIATE-U012
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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STATE-U012
ROUTE-U012
68-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???2. Description of equipment for applying HMWM resin
3. Range of gel time and final cure time for HMWM resin
4. Absorbent material to be used
5. Description of equipment for applying and removing excess sand and absorbent material
6. Procedure for removing HMWM resin from the deck, including equipment
7. Storage and handling of HMWM resin components and absorbent material
8. Disposal of excess HMWM resin and containers
The public safety plan must include:
1. A public notification letter with a list of delivery and posting addresses. The letter must
state HMWM resin work locations, dates, times, and what to expect. Deliver the letter to
residences and businesses within 100 feet of HMWM resin work locations and to local
fire and police officials at least 7 days before starting work. Post the letter at the job site.
2. An airborne emissions monitoring plan prepared and executed by a certified industrial
hygienist CIH) certified in comprehensive practice by the American Board of Industrial
Hygiene. The plan must have at least 4 monitoring points including the mixing point,
application point, and point of nearest public contact. Monitor airborne emissions during
HMWM resin work and submit emissions monitoring results after completing the work.
3. An action plan for protection of the public when airborne emissions levels exceed
permissible levels.
4. A copy of the CIH's certification.
If the measures proposed in the safety plan are inadequate to provide for public safety
associated with the use of HMWM resin, the Engineer will reject the plan and direct the
Contractor to revise the plan. Directions for revisions will be in writing and include detailed
comments. The Engineer will notify the Contractor of the approval or rejection of a submitted or
revised plan within 15 days of receipt of that plan.
51-1.17A(2) Quality Control and Assurance
Submit samples of HMWM resin components 15 days before use under Section 6-3,
Testing," of the Standard Specifications. Notify the Engineer 15 days before delivery of
HMWM resin components in containers over 55 gallons to the job site.
Complete a test area before starting work. Results from airborne emissions monitoring of the
test area must be submitted to the Engineer before starting production work.
The test area must:
1. Be approximately 500 square feet
2. Be placed within the project limits outside the traveled way at an approved location
3. Be constructed using the same equipment as the production work
4. Replicate field conditions for the production work
5. Demonstrate proposed means and methods meet the acceptance criteria
6. Demonstrate production work will be completed within the time allowed
7. Demonstrate suitability of the airborne emissions monitoring plan
The test area will be acceptable if:
1. The treated deck surface is tack free and non-oily
2. The sand cover adheres and resists brushing by hand
3. Excess sand and absorbent material has been removed
Book One- State Route 68 at San Benancio Road Intersection Improvements 227
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???4. The coefficient of friction is at least 0.35 when tested under California Test 342
51-1.17A(3) Materials
HMWM resin system consists of a resin, promoter, and initiator. HMWM resin must be low
odor and comply with the following:
HMWM Resin
Property Requirement Test Method
Volatile Content 30 percent, maximum ASTM D 2369
Viscosity 25 cP, maximum, ASTM D 2196
Brookfield RVT with
UL adaptor,
50 RPM at 77?F)
Specific Gravity* 0.90 minimum, at 77?F ASTM D 1475
Flash Point 180?F, minimum ASTM D 3278
Vapor Pressure 1.0 mm Hg, maximum, ASTM D 323
at 77?F
Tack-free Time 400 minutes, Specimens prepared
maximum, at 25?C per California
Test 551
PCC Saturated 3.5 MPa, minimum at California Test 551
Surface-Dry Bond 24 hours and 21 + 1 C
Strength
Test must be performed before adding initiator.
Sand for abrasive sand finish must:
1. Be commercial quality dry blast sand
2. Have at least 95 percent pass the No. 8 sieve and at least 95 percent retained on the No.
20 sieve when tested under California Test 205
Absorbent material must be diatomaceous earth, abrasive blast dust, or substitute
recommended by the HMWM resin supplier and approved by the Engineer.
51-1.17A(4) Construction
HMWM resin system applied by machine must be:
1. Combined in volumetric streams of promoted resin to initiated resin by static in-line
mixers
2. Applied without atomization
HMWM resin system may be applied manually. Limit the quantity of resin mixed for
manual application to 5 gallons at a time.
Prepare the area to be treated by abrasive blasting. Curing compound, surface contaminants,
and foreign material must be removed from the bridge deck surface. Sweep the deck surface
clean after abrasive blasting and blow loose material from cracks using high-pressure air.
The deck surface must be dry when abrasive blast cleaning is performed. When abrasive
blast cleaning within 10 feet of public traffic, remove dust and residue from abrasive blast
cleaning using a vacuum attachment operating concurrently with blasting equipment If the
deck surface becomes contaminated before placing HMWM, abrasive blast clean the
contaminated area and sweep the deck clean.
Book One- State Route 68 at San Benancio Road Intersection Improvements 228
CONTRACT NO. 10- 1] 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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MITIGATION-U07
MONITORING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
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C.-U012
CONSIDER-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
TO-U012
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E.-U012
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AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The deck must be dry before applying HMWM resin. The concrete surface must be at least
50 degrees F and at most 100 degrees F. Relative humidity must be expected to be at most 85
percent during the work shift.
Thoroughly mix all components of the HMWM resin system. Apply HMWM resin to the
deck surface within 5 minutes of mixing at approximately 90 sq ft per gallon. The Engineer
determines the exact application rate. The resin gel time must be between 40 and 90 minutes.
HMWM resin that thickens during application is rejected.
Spread the HMWM resin system uniformly. Completely cover surfaces to be treated and fill
all cracks. Redistribute excess resin using squeegees or brooms within 10 minutes of
application. For textured or grooved deck surfaces, excess resin must be removed from the
texture indentations.
Apply the abrasive sand finish of at least 2 pounds per square yard or until saturation as
determined by the Engineer no sooner than 20 minutes after applying resin. Apply absorbent
material before opening lane to traffic. Remove excess sand and absorbent material by
vacuuming or power sweeping.
Traffic or equipment will be allowed on the overlay after the Engineer has determined:
1. The treated deck surface is tack free and non-oily
2. The sand cover adheres and resists brushing by hand
3. Excess sand and absorbent material has been removed
4. No material will be tracked beyond limits of treatment by traffic
In Section 51-1.18C replace the 2nd paragraph with:
When Class 2 surface finish gun finish) is specified, ordinary surface finish shall first be
completed. The concrete surfaces shall then be abrasive blasted to a rough texture and
thoroughly washed down with water. While the washed surfaces are damp, but not wet, a finish
coating of machine applied mortar, approximately 1/4 inch thick, shall be applied in not less than
2 passes. The coating shall be pneumatically applied and shall consist of either 1) sand,
cementitious material, and water mechanically mixed prior to its introduction to the nozzle, or
2) premixed sand and cementitious material to which water is added prior to its expulsion from
the nozzle. The use of admixtures shall be subject to the approval of the Engineer as provided in
Section 90, Portland Cement Concrete." Unless otherwise specified, supplementary
cementitious materials will not be required. The proportion of cementitious material to sand
shall be not less than one to 4, unless otherwise directed by the Engineer. Sand shall be of a
grading suitable for the purpose intended. The machines shall be operated and the coating shall
be applied in conformance with standard practice. The coating shall be firmly bonded to the
concrete surfaces on which it is applied.
In Section 51-1.18C replace the 5th paragraph with:
When surfaces to be finished are in pedestrian undercrossings, the sand shall be silica sand
and the cementitious material shall be standard white portland cement.
In Section 51-1.23, add:
Full compensation for deck crack treatment, including the public safety plan, shall be
considered as included in the contract price paid per cubic yard for structural concrete, bridge,
and no additional compensation will be allowed therefor.
Book One- State Route 68 at San Benancio Road Intersection Improvements 229
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 52 REINFORCEMENT
Issued 06-05-09)
In Section 52-1.02(B) between the 3rd and 4th paragraphs, add:
The epoxy powder coating shall be selected from the Department's Pre-Qualified Products
List.
In Section 52-1.02(B) replace the 14th paragraph with:
Except for lap splices, splices for epoxy-coated reinforcement shall be coated with a
corrosion protection covering that is selected from the Department's Pre-Qualified Products List.
The covering shall be installed in accordance with the manufacturer's recommendations.
In Section 52-1.07 in the 11th paragraph, replace the table with:
Height Zone H)
Feet above ground) Wind Pressure Value
psf)
H__<30 20
30 H<_ 50 25
50 H<_ 100 30
H> 100 35
In Section 52-1.08B(1) replace the 1st paragraph with:
Mechanical splices to be used in the work shall be selected from the Department's Pre-
Qualified Products List.
In Section 52-1.08B(1) in the 2nd paragraph, replace the table with:
Reinforcing Bar Number Total Sli
4 0.020-inch
5 0.020-inch
6 0.020-inch
7 0.028-inch
8 0.028-inch
9 0.028-inch
10 0.036-inch
11 0.036-inch
14 0.048-inch
18 0.060-inch
In Section 52-1.08B(1), in the 6th paragraph, delete item C.
In Section 52-1.08B(2) in the 6th paragraph, replace the subparagraph with:
The minimum preheat and interpass temperatures shall be 400? F for Grade 40 bars and
600? F for Grade 60 bars. Immediately after completing the welding, at least 6 inches of the bar
on each side of the splice shall be covered by an insulated wrapping to control the rate of
cooling. The insulated wrapping shall remain in place until the bar has cooled below 200? F.
Book One- State Route 68 at San Benancio Road Intersection Improvements 230
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Replace Section 52-1.08B(3) with:
52-1.08B(3) Resistance Butt Welds
Shop produced resistance butt welds shall be produced by a fabricator who is selected from
the Department's Pre-Qualified Products List.
A Certificate of Compliance conforming to the provisions in Section 6-1.07, Certificates of
Compliance," shall be furnished for each shipment of splice material. The Certificate of
Compliance shall include heat number, lot number and mill certificates.
In Section 52-1.08C replace the 3rd paragraph with:
Testing on prequalification and production sample splices shall be performed at an approved
independent testing laboratory. The laboratory shall not be employed or compensated by any
subcontractor, or by other persons or entities hired by subcontractors who will provide other
services or materials for the project.
The independent testing laboratory shall be selected from the Department's Pre-Qualified
Products List.
In Section 52-1.08C replace the 5th paragraph with:
Prequalification and production sample splices and testing shall conform to California Test
670 and these specifications.
In Section 52-1.08C delete the 6th paragraph.
In Section 52-1.08C replace the 8th paragraph with:
Each sample splice, as defined herein, shall be identified as representing either a
prequalification or production test sample splice.
In Section 52-1.08C in the 10th paragraph, delete the last sentence.
Replace Section 52-1.08C(1) with:
52-1.08C(1) Splice Prequalification Report
Before using any service splices or ultimate butt splices in the work, the Contractor shall
submit a Splice Prequalification Report. The report shall include the following:
A. A copy of the manufacturer's product literature giving complete data on the splice
material and installation procedures.
B. Names of the operators who will be performing the splicing.
C. Descriptions of the positions, locations, equipment, and procedures that will be used in
the work.
D. Certifications from the fabricator for prequalification of operators and procedures based
on sample tests performed no more than 2 years before submitting the report. Each
operator shall be certified by performing 2 sample splices for each bar size of each splice
type that the operator will be performing in the work. For deformation-dependent types
of splice devices, each operator shall be certified by performing 2 additional samples for
each bar size and deformation pattern that will be used in the work.
Prequalification sample splices shall be tested by an approved independent testing laboratory
and shall conform to the appropriate production test criteria and slip requirements specified
herein. When epoxy-coated reinforcement is required, resistance butt welded sample splices
Book One- State Route 68 at San Benancio Road Intersection Improvements 231
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???shall have the weld flash removed by the same procedure as will be used in the work, before
coating and testing. The Splice Prequalification Report shall include the certified test results for
all prequalification sample splices.
The QCM shall review and approve the Splice Prequalification Report before submitting it to
the Engineer for approval. The Contractor shall allow 2 weeks for the review and approval of a
complete report before performing any service splicing or ultimate butt splicing in the work.
In Section 52-1.08C(2)(a) replace the 1st, 2nd, 3rd, 4th, and 5th paragraphs with:
Production tests shall be performed by an approved independent testing laboratory for all
service splices used in the work. A production test shall consist of testing 4 sample splices
prepared for each lot of completed splices. The samples shall be prepared by the Contractor
using the same splice material, position, operators, location, and equipment, and following the
same procedure as used in the work.
At least one week before testing, the Contractor shall notify the Engineer in writing of the
date and location where the testing of the samples will be performed.
The 4 samples from each production test shall be securely bundled together and identified
with a completed sample identification card before shipment to the approved independent testing
laboratory. The card will be furnished by the Engineer. Bundles of samples containing fewer
than 4 samples of splices shall not be tested.
Before performing any tensile tests on production test sample splices, one of the 4 samples
shall be tested for, and shall conform to, the requirements for total slip in Section 52-1.08B(1),
Mechanical Splices." Should this sample not meet the total slip requirements, one retest, in
which the 3 remaining samples are tested for total slip, will be allowed. Should any of the 3
remaining samples not conform to the total slip requirements, all splices in the lot represented by
this production test will be rejected.
If 3 or more sample splices from a production test conform to the provisions in this Section
52-1.08C(2), Service Splice Test Criteria," all splices in the lot represented by this production
test will be considered acceptable.
Replace Section 52-1.08C(2)(b) with:
52-1.08C(2)(b) Quality Assurance Test Requirements for Service Splices
In addition to the required production tests, the Contractor shall concurrently prepare 4
service quality assurance sample splices for:
A. The first production test performed.
B. One of every 5 subsequent production tests, or fraction thereof, randomly selected by the
Engineer.
These service quality assurance sample splices shall be prepared in the same manner as
specified herein for service production sample splices.
The service quality assurance sample splices shall be shipped to the Transportation
Laboratory for quality assurance testing. Each set of 4 sample splices shall be securely bundled
together and identified by location and contract number with weatherproof markings before
shipment. Bundles containing fewer than 4 samples of splices will not be tested. Sample splices
not accompanied by the supporting documentation required in Section 52-1.08B(1), Mechanical
Splices," for mechanical splices, or in Section 52-1.08B(3), Resistance Butt Welds," for
resistance butt welds, will not be tested.
Quality assurance testing will be performed in conformance with the requirements for service
production sample splices in Section 52-1.08C(2)(a), Production Test Requirements for Service
Splices."
Book One- State Route 68 at San Benancio Road Intersection Improvements 232
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Replace Section 52-1.08C(3) with:
52-1.08C(3) Ultimate Butt Splice Test Criteria
Ultimate production and quality assurance sample splices shall be tensile tested in
conformance with the requirements described in ASTM Designation: A 370 and California Test
670.
Each sample splice shall be identified as representing a prequalification, production, or
quality assurance sample splice.
The portion of hoop reinforcing bar, removed to obtain a sample splice, shall be replaced
using a prequalified ultimate mechanical butt splice, or the hoop shall be replaced in kind.
Reinforcing bars, other than hoops, from which sample splices are removed, shall be repaired
using ultimate mechanical butt splices conforming to the provisions in Section 52-1.08C(1),
Splice Prequalification Report," or the bars shall be replaced in kind. These bars shall be
repaired or replaced such that no splices are located in any No Splice Zone" shown on the plans.
Ultimate production and quality assurance sample splices shall rupture either: 1) in the
reinforcing bar but outside of the affected zone, provided that the sample splice has visible
necking or 2) anywhere, provided that the sample splice has achieved the strain requirement for
necking.
When tested in conformance with the requirements in California Test 670, Necking Option
I)," the visible necking shall be such that there is a visible decrease in the sample's cross-
sectional area at the point of rupture.
When tested in conformance with the requirements in California Test 670, Necking Option
II)," the strain requirement for necking shall be such that the largest measured strain is not less
than 6 percent for No. 11 and larger bars, or not less than 9 percent for No. 10 and smaller bars.
The affected zone is the portion of the reinforcing bar where any properties of the bar,
including the physical, metallurgical, or material characteristics, have been altered by fabrication
or installation of the splice. The weld and one inch adjacent to the weld will be considered part
of the affected zone.
In Section 52-1.08C(3)(a) replace the 1st paragraph with:
Production tests shall be performed for all ultimate butt splices used in the work. A
production test shall consist of testing 4 sample splices removed from each lot of completed
splices.
In Section 52-1.08C(3)(a) replace the 3rd paragraph with:
After notification has been received, the Engineer will randomly select the 4 sample splices
to be removed from the lot and place tamper-proof markings or seals on them. These ultimate
production sample splices shall be removed by the Contractor, and tested by an approved
independent testing laboratory.
In Section 52-1.08(C)(3)(a) replace the 5th, 6th, and 7th paragraphs with:
A sample splice will be rejected if a tamper-proof marking or seal is disturbed before testing.
The 4 sample splices from each production test shall be securely bundled together and
identified with a completed sample identification card before shipment to the approved
independent testing laboratory. The card will be furnished by the Engineer. Bundles of samples
containing fewer than 4 sample splices shall not be tested.
Before performing any tensile tests on production test sample splices, one of the 4 sample
splices shall be tested for, and shall conform to, the requirements for total slip in Section 52-
1.08B(1), Mechanical Splices." Should this sample splice not meet these requirements, one
Book One- State Route 68 at San Benancio Road Intersection Improvements 233
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???retest, in which the 3 remaining sample splices are tested for total slip, will be allowed. Should
any of the 3 remaining sample splices not conform to these requirements, all splices in the lot
represented by this production test will be rejected.
Replace Section 52-1.08C(3)(b) with:
52-1.08C(3)(b) Quality Assurance Test Requirements for Ultimate Butt Splices
In addition to the required production tests, the Contractor shall concurrently prepare 4
ultimate quality assurance sample splices for:
A. The first production test performed.
B. One of every 5 subsequent production tests, or fraction thereof, randomly selected by the
Engineer.
These ultimate quality assurance sample splices shall be prepared in the same manner as
specified herein for ultimate production sample splices.
The ultimate quality assurance sample splices shall be shipped to the Transportation
Laboratory for quality assurance testing. Each set of 4 sample splices shall be securely bundled
together and identified by location and contract number with weatherproof markings before
shipment. Bundles containing fewer than 4 samples of splices will not be tested. Sample splices
not accompanied by the supporting documentation required in Section 52-1.08B(1), Mechanical
Splices," for mechanical splices, or in Section 52-1.08B(3), Resistance Butt Welds," for
resistance butt welds, will not be tested.
Quality assurance testing will be performed in conformance with the requirements for
ultimate production sample splices in Section 52-1.08C(3)(a), Production Test Requirements for
Ultimate Butt Splices."
Replace Section 52-1.08D with:
A Production Test Report for all testing performed on each lot shall be prepared by the
approved independent testing laboratory performing the testing and submitted to the QCM for
review and approval. The report shall be signed by an engineer who represents the laboratory
and is registered as a Civil Engineer in the State of California. The report shall include, as a
minimum, the following information for each test: contract number, bridge number, lot number
and location, bar size, type of splice, length of mechanical splice, length of test specimen,
physical condition of test sample splice, any notable defects, total measured slip, and ultimate
tensile strength of each splice. In addition, the report shall include location of visible necking
area and largest measured strain for ultimate butt splices.
The QCM must review, approve, and forward each Production Test Report to the Engineer
for review before the splices represented by the report are encased in concrete. The Engineer
will have 3 working days to review each Production Test Report and respond in writing after a
complete report has been received. Should the Contractor elect to encase any splices before
receiving notification from the Engineer, it is expressly understood that the Contractor will not
be relieved of the responsibility for incorporating material in the work that conforms to the
requirements of the plans and specifications. Material not conforming to these requirements will
be subject to rejection.
Quality assurance test results for each bundle of 4 samples of splices will be reported in
writing to the Contractor within 3 working days after receipt of the bundle by the Transportation
Laboratory. In the event that more than one bundle is received on the same day, 2 additional
working days shall be allowed for providing test results for each additional bundle received. A
test report will be made for each bundle received. Should the Contractor elect to encase splices
before receiving notification from the Engineer, it is expressly understood that the Contractor
Book One- State Route 68 at San Benancio Road Intersection Improvements 234
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
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TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
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OF-U012
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OF-U012
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24,-U012
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PASSAGE-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
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A-U07
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
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MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
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2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Will not be relieved of the responsibility for incorporating material in the work that conforms to
the requirements of the plans and specifications. Material not conforming to these requirements
will be subject to rejection.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 53 SHOTCRETE
Issued 11-02-07)
In Section 53-1.01 replace the 3rd paragraph with:
The dry-mix process shall consist of delivering dry mixed aggregate and cementitious
material pneumatically or mechanically to the nozzle body and adding water and mixing the
materials in the nozzle body. The wet-mix process shall consist of delivering mixed aggregate,
cement, and water pneumatically to the nozzle and adding any admixture at the nozzle.
In Section 53-1.02 replace the 1st through 4th paragraphs with:
Cementitious material, fine aggregate, and mixing water shall conform to the provisions in
Section 90, Portland Cement Concrete."
Shotcrete to be mixed and applied by the dry-mix process shall consist of one part
cementitious material to not more than 4.5 parts fine aggregate, thoroughly mixed in a dry state
before being charged into the machine. Measurement may be either by volume or by weight.
The fine aggregate shall contain not more than 6 percent moisture by weight.
Shotcrete to be mixed and applied by the wet-mix process shall consist of cementitious
material, fine aggregate, and water and shall contain not less than 632 pounds of cementitious
material per cubic yard. A maximum of 30 percent pea gravel may be substituted for fine
aggregate. The maximum size of pea gravel shall be such that 100 percent passes the 1/2 inch
screen and at least 90 percent passes the 3/8 inch screen.
Admixtures may be added to shotcrete and shall conform to the provisions in Section 90-4,
Admixtures."
In Section 53-1.04 in the 3rd paragraph, replace item C with:
C. Aggregate and cementitious material that have been mixed for more than 45 minutes
shall not be used unless otherwise permitted by the Engineer.
Replace Section 53-1.07 with:
53-1.07 MEASUREMENT
Quantities of shotcrete will be measured by the cubic yard computed from measurements,
along the slope, of actual areas placed and the theoretical thickness shown on the plans. The
Department does not pay for shotcrete placed outside the dimensions shown on the plans or to
fill low foundation.
Book One- State Route 68 at San Benancio Road Intersection Improvements 235
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Replace Section 53-1.08 with:
53-1.08 PAYMENT
The contract price paid per cubic yard for shotcrete shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in placing shotcrete, including preparing the foundation, wire reinforcement, structure
backfill, joint filling material, and if required by the plans, drains with sacked pervious backfill
material, as shown on the plans, as specified in these specifications and the special provisions,
and as directed by the Engineer.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 55 STEEL STRUCTURES
Issued 05-02-08
In Section 55-1.05 replace the 3rd paragraph with:
Construction methods and equipment employed by the Contractor shall conform to the
provisions in Section 7-1.02, Load Limitations."
In Section 55-2.01 in the 5th paragraph in the table, replace the CVN impact value for
Grade HPS 50W with:
Grade HPS 50W* 4 inches and under in
thickness)
20 at 10 OF
In Section 55-3.05 replace the 1st paragraph with:
Surfaces of bearing and base plates and other metal surfaces that are to come in contact with
each other or with ground concrete surfaces or with asbestos sheet packing shall be flat to within
1/32-inch tolerance in 12 inches and to within 1/16-inch tolerance overall. Surfaces of bearing
and base plates and other metal bearing surfaces that are to come in contact with preformed
fabric pads, elastomeric bearing pads, or mortar shall be flat to within 1/8-inch tolerance in 12
inches and to within 3/16-inch tolerance overall.
In Section 55-3.10 in the 1st paragraph, replace item B with:
B. Internal threads shall conform to the requirements in ASTM Designation: A 563.
In Section 55-3.19 replace the 3rd paragraph with:
Immediately before setting bearing assemblies or masonry plates directly on ground concrete
surfaces, the Contractor shall thoroughly clean the surfaces of the concrete and the metal to be in
contact and shall apply a coating of nonsag polysulfide or polyurethane caulking conforming to
the requirements in ASTM Designation: C 920 to contact areas to provide full bedding.
Book One- State Route 68 at San Benancio Road Intersection Improvements 236
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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10-111065;-U012
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CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????In Section 55-3.19 replace the 5th paragraph with:
Mortar to be placed below masonry plates or bearing plates of the bearing assemblies and in
anchor bolt sleeves or canisters shall conform to the provisions in Section 51-1.135, Mortar,"
except that the proportion of cementitious material to sand shall be 1:3.
In Section 55-4.01 in the 1st paragraph, replace item D with:
D. To determine the pay quantities of galvanized metal, the weight to be added to the
calculated weight of the base metal for the galvanizing will be determined from the table
of weights of zinc coatings specified in ASTM Designation: A 153/A 153M.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 56 SIGNS
Issued 03-16-07)
In Section 56-1.03 replace the 5th paragraph with:
Clips, eyes, or removable brackets shall be affixed to all signs and all posts and shall be used
to secure the sign during shipping and for lifting and moving during erection as necessary to
prevent damage to the finished galvanized or painted surfaces. Brackets on tubular sign
structures shall be removed after erection. Details of the devices shall be shown on the working
drawings.
In Section 56-1.10 replace the 4th paragraph with:
The contract price paid per pound for install sign structure of the type or types designated in
the Engineer's Estimate shall include full compensation for furnishing all labor, materials, tools,
equipment and incidentals, and for doing all the work involved in installing sign structures,
complete in place, including installing anchor bolt assemblies, removable sign panel frames, and
sign panels and performing any welding, painting or galvanizing required during installation, as
shown on the plans, as specified in these specifications and the special provisions, and as
directed by the Engineer.
In Section 56-2.03 replace the 4th paragraph with:
Backfill material for metal posts shall consist of minor concrete conforming to the provisions
in Section 90-10, Minor Concrete," and shall contain not less than 463 pounds of cementitious
material per cubic yard.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 59 PAINTING
Issued 06-05-09)
Book One- State Route 68 at San Benancio Road Intersection Improvements 237
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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CONDUCT-U07
A-U07
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HEARING-U07
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CONSIDER-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
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MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????In Section 59-1.03 replace the 3rd paragraph with:
Painting shall be done in a neat and workmanlike manner. Unless otherwise specified, paint
shall be applied by brush, or spray, or roller, or any combination of these methods. Gun
extensions shall not be used.
In Section 59-2.01 replace the 2nd paragraph with:
Unless otherwise specified, no painting Contractors or subcontractors will be permitted to
perform work without having the following current SSPC: The Society for Protective Coatings"
formerly the Steel Structures Painting Council) certifications in good standing throughout the
duration of the contract:
A. For cleaning and painting structural steel in the field, certification in conformance with
the requirements in Qualification Procedure No. 1, Standard Procedure For Evaluating
Painting Contractors Field Application to Complex Industrial Structures)" SSPC-QP 1).
B. For removing paint from structural steel, certification in conformance with the
requirements in Qualification Procedure No. 2, Standard Procedure for the Qualification
of Painting Contractors Field Removal of Hazardous Coatings from Complex
Structures)" SSPC-QP 2, Category A).
C. For cleaning and painting structural steel in a permanent painting facility, certification in
conformance with the requirements in Qualification Procedure No. 3, Standard
Procedure For Evaluating Qualifications of Shop Painting Applicators" SSPC-QP 3,
Enclosed Shop Facility). The AISC's Sophisticated Paint Endorsement SPE) quality
program, Certification P-1 Enclosed, will be considered equivalent to SSPC-QP 3,
Enclosed Shop Facility.
In Section 59-2.12 replace the 3rd and 4th paragraphs with:
Contact surfaces of stiffeners, railings, built up members or open seam exceeding 6 mils in
width that would retain moisture, shall be caulked with polysulfide or polyurethane sealing
compound conforming to the requirements in ASTM Designation: C 920, Type S, Grade NS,
Class 25, Use 0, or other approved material.
The dry film thickness of the paint will be measured in place with a calibrated Type 2
magnetic film thickness gage in conformance with the requirements in SSPC-PA 2,
Measurement of Dry Coating Thickness with Magnetic Gages," of the SSPC: The Society for
Protective Coatings," except that there shall be no limit to the number or location of spot
measurements to verify compliance with specified thickness requirements.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 64 PLASTIC PIPE
Issued 06-05-09)
In Section 64-1.02 replace the 5th paragraph with:
HDPE compounds used in the manufacture of corrugated polyethylene pipe and fittings shall
comply with AASHTO M 294 except that the mix shall contain not less than 2 nor greater than 4
percent well dispersed carbon black. HDPE compounds used in the manufacture of ribbed
Book One- State Route 68 at San Benancio Road Intersection Improvements 238
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????profile wall polyethylene pipe shall comply with ASTM F 894 except that Type E ultraviolet
stabilizers shall not be allowed and carbon black shall be well dispersed in an amount not less
than 2 percent nor greater than 4 percent.
Manufacturers of corrugated polyethylene pipe shall:
1. Participate in the National Transportation Product Evaluation Control Program NTPEP)
for each plant supplying corrugated polyethylene pipe and fittings for the project.
2. Conduct and maintain a quality control program under NTPEP.
3. Submit a copy to the Engineer of manufacturing plant audits and NTPEP test results from
the current cycle of NTPEP testing for all pipe diameters supplied.
Type D corrugated polyethylene pipe is not allowed. Corrugated polyethylene pipe greater
than 60 inches in nominal diameter is not allowed.
In Section 64-1.05 replace the 1st paragraph with:
Excavation, backfill, and shaped bedding shall comply with Section 19-3, Structure
Excavation and Backfill," except the following:
1. At locations where pipe is to be backfilled with concrete, the backfill shall comply with
Section 64-1.06, Concrete Backfill."
2. Corrugated polyethylene pipe that is greater than 48 inches in nominal diameter but not
exceeding 60 inches in nominal diameter shall be backfilled with either controlled low
strength material under the special provisions or slurry cement backfill under Section 19-
3.062, Slurry Cement Backfill."
3. Where cementitious or flowable backfill is used for structure backfill, the backfill shall be
placed to a level not less than 12 inches above the crown of the pipe.
In Section 64-1.06 replace the 1st paragraph with:
At locations where pipe is to be backfilled with concrete as shown on the plans, the concrete
backfill shall be constructed of minor concrete or Class 4 concrete conforming to the provisions
in Section 90, Portland Cement Concrete." Minor concrete shall contain not less than 380
pounds of cementitious material per cubic yard. The concrete to be used will be designated in
the contract item or shown on the plans.
In Section 64-1.06 replace the 3rd paragraph with:
The surface of the concrete backfill shall be broomed with a heavy broom to produce a
uniform rough surface if hot mix asphalt is to be placed directly thereon.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 65 REINFORCED CONCRETE PIPE
Issued 07-31-07)
Book One- State Route 68 at San Benancio Road Intersection Improvements 239
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????In Section 65-1.02 replace the 1st paragraph with:
Cementitious material and aggregate shall conform to the provisions in Section 90-2,
Materials" except that mortar strengths relative to Ottawa sand and grading requirements shall
not apply to the aggregate. Use of supplemental cementitious material shall conform to
AASHTO Designation: M 170.
In Section 65-1.02A(1) in the 11th paragraph, replace item c with:
c. Cementitious material and aggregate for non-reinforced concrete pipe shall conform to
the provisions in Section 65-1.02, Materials."
In Section 65-1.035 replace the 1st paragraph with:
At locations where pipe is to be backfilled with concrete as shown on the plans, the concrete
backfill shall be constructed of minor concrete or Class 4 concrete in conformance with the
provisions in Section 90, Portland Cement Concrete." Minor concrete shall contain not less
than 380 pounds of cementitious material per cubic yard. The concrete to be used will be
designated in the contract item.
In Section 65-1.035 replace the 3rd paragraph with:
The surface of the concrete backfill shall be broomed with a heavy broom to produce a
uniform rough surface if hot mix asphalt is to be placed directly thereon.
In Section 65-1.06 in the 2nd paragraph, replace the 1st subparagraph with:
Cement Mortar. Mortar shall be composed of one part cementitious material and 2 parts
sand by volume. Supplementary cementitious material will not be required.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 66 CORRUGATED METAL PIPE
Issued 07-31-07)
In Section 66-1.045 replace the 1st paragraph with:
At locations where pipe is to be backfilled with concrete as shown on the plans, the concrete
backfill shall be constructed of minor concrete or Class 4 concrete conforming to the provisions
in Section 90, Portland Cement Concrete." Minor concrete shall contain not less than 380
pounds of cementitious material per cubic yard. The concrete to be used will be designated in
the contract item or shown on the plans.
In Section 66-1.045 replace the 3rd paragraph with:
The surface of the concrete backfill shall be broomed with a heavy broom to produce a
uniform rough surface if hot mix asphalt is to be placed directly thereon.
Book One- State Route 68 at San Benancio Road Intersection Improvements 240
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 68 SUBSURFACE DRAINS
Issued 07-31-07)
In Section 68-3.02D replace the 1st and 2nd paragraphs with:
Concrete for splash pads shall be produced from minor concrete conforming to the provisions
in Section 90-10, Minor Concrete." Minor concrete shall contain not less than 470 pounds of
cementitious material per cubic yard.
Mortar placed where edge drain outlets and vents connect to drainage pipe and existing
drainage inlets shall conform to the provisions in Section 51-1.135, Mortar."
In Section 68-3.03 replace the 13th paragraph with:
Cement treated permeable material, which is not covered with hot mix asphalt within 12
hours after compaction of the permeable material, shall be cured by either sprinkling the material
with a fine spray of water every 4 hours during daylight hours or covering the material with a
white polyethylene sheet, not less than 6 mils thick. The above curing requirements shall begin
at 7:00 a.m. on the morning following compaction of the cement treated permeable material and
continue for the next 72 hours or until the material is covered with hot mix asphalt, whichever is
less. The cement treated permeable material shall not be sprayed with water during the first 12
hours after compacting, but may be covered with the polyethylene sheet during the first 12 hours
or prior to the beginning of the cure period.
In Section 68-3.03 replace the 17th and 18th paragraphs with:
Hot mix asphalt for backfilling trenches in existing paved areas shall be produced from
commercial quality aggregates and asphalt and mixed at a central mixing plant. The aggregate
shall conform to the 3/4 inch grading, or the 1/2 inch grading for Type A and Type B hot mix
asphalt specified in Section 39-1.02E, Aggregate." The amount of asphalt binder to be mixed
with the aggregate shall be between 4 percent and 7 percent by weight of the dry aggregate, as
determined by the Engineer.
Hot mix asphalt backfill shall be spread and compacted in approximately 2 equal layers by
methods that will produce a hot mix asphalt surfacing of uniform smoothness, texture and
density. Each layer shall be compacted before the temperature of the mixture drops below 250
F. Prior to placing the hot mix asphalt backfill, a tack coat of asphaltic emulsion conforming to
the provisions in Section 94, Asphaltic Emulsions," shall be applied to the vertical edges of
existing pavement at an approximate rate of 0.05 gallon per square yard.
In Section 68-3.03 replace the 20th paragraph with:
Type A pavement markers conforming to the details shown on the plans and the provisions in
Section 85, Pavement Markers," shall be placed on paved shoulders or dikes at outlet, vent and
cleanout locations as directed by the Engineer. The waiting period for placing pavement markers
on new hot mix asphalt surfacing will not apply.
Book One- State Route 68 at San Benancio Road Intersection Improvements 241
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Replace Section 68-3.05 with:
68-3.05 PAYMENT
The contract price paid per linear foot for plastic pipe edge drain) of the size or sizes shown
in the Engineer's Estimate shall include full compensation for furnishing all labor, materials,
tools, equipment, and incidentals and for doing all the work involved in installing edge drains
complete in place, including excavation and removal of any concrete deposits that may occur
along the lower edge of the concrete pavement in Type 1 installations) and hot mix asphalt
backfill for Type 1 edge drain installation, tack coat, filter fabric, and treated permeable material,
as shown on the plans, as specified in these specifications and the special provisions, and as
directed by the Engineer.
The contract price paid per linear foot for plastic pipe edge drain outlet) of the size or sizes
shown in the Engineer's Estimate shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all the work involved in installing edge
drain outlets, vents and cleanouts complete in place, including outlet and vent covers, expansion
plugs, pavement markers, concrete splash pads, connecting outlets and vents to drainage
facilities, and excavation and backfill aggregate base, hot mix asphalt, tack coat, and native
material] for outlets, vents, and cleanouts to be installed in embankments and existing shoulders,
as shown on the plans, as specified in these specifications and the special provisions, and as
directed by the Engineer.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 69 OVERSIDE DRAINS
Issued 07-31-07)
In Section 69-1.01 replace the 1st paragraph with:
This work shall consist of furnishing and installing entrance tapers, pipe downdrains, tapered
inlets, flume downdrains, anchor assemblies, reducers, slip joints and hot mix asphalt overside
drains to collect and carry surface drainage down the roadway slopes as shown on the plans or as
directed by the Engineer and as specified in these specifications and the special provisions.
Replace Section 69-1.02D with:
69-1.02D Hot Mix Asphalt
Hot mix asphalt for overside drains shall conform to the provisions in Section 39-1.13,
Miscellaneous Areas."
Replace Section 69-1.04 with:
69-1.04 HOT MIX ASPHALT OVERSIDE DRAINS
Hot mix asphalt overside drains shall be constructed as shown on the plans or as directed by
the Engineer. The hot mix asphalt shall be placed in conformance with the provisions in Section
39-1.13, Miscellaneous Areas."
Book One- State Route 68 at San Benancio Road Intersection Improvements 242
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????In Section 69-1.06 replace the 2nd paragraph with:
Quantities of hot mix asphalt placed for overside drains will be paid for as provided in
Section 39-5, Measurement and Payment," for hot mix asphalt placed in miscellaneous areas.
ANNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 70 MISCELLANEOUS FACILITIES
Issued 07-18-08)
In Section 70-1.02C replace the 2nd paragraph with:
Precast concrete flared end sections shall conform to the requirements for Class III
Reinforced Concrete Pipe in AASHTO Designation: M 170M. Cementitious materials and
aggregate shall conform to the provisions in Section 90-2, Materials," except that mortar
strengths relative to Ottawa sand and grading requirements shall not apply to the aggregate. Use
of supplementary cementitious material shall conform to the requirements in AASHTO
Designation: M 170. The area of steel reinforcement per linear foot of flared end section shall
be at least equal to the minimum steel requirements for circular reinforcement in circular pipe for
the internal diameter of the circular portion of the flared end section. The basis of acceptance of
the precast concrete flared end section shall conform to the requirements of Section 5.1.2 of
AASHTO Designation: M 170.
In Section 70-1.02H replace the 1st paragraph with:
Precast concrete pipe risers and pipe reducers, and precast concrete pipe sections, adjustment
rings and tapered sections for pipe energy dissipators, pipe inlets and pipe manholes shall
conform to the requirements in AASHTO Designation: M 199M/M 199, except that the
cementitious material and aggregate shall conform to the provisions in Section 90-2, Materials,"
except that mortar strengths relative to Ottawa sand and grading requirements shall not apply to
the aggregate. Use of supplementary cementitious material shall conform to the requirements in
AASHTO Designation: M 170.
In Section 70-1.03 replace the 2nd paragraph with:
Cutoff walls for precast concrete flared end sections shall be constructed of minor concrete
conforming to the provisions in Section 90-10, Minor Concrete." Minor concrete shall contain
not less than 470 pounds of cementitious material per cubic yard.
I
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 72 SLOPE PROTECTION
Issued 03-13-09)
Book One- State Route 68 at San Benancio Road Intersection Improvements 243
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????In Section 72-4.04 replace the 6th paragraph with:
Pervious backfill material, if required by the plans, shall be placed as shown. A securely tied
sack containing one cubic foot of pervious backfill material shall be placed at each weep hole and
drain hole. The sack material shall conform to the requirements for filter fabric in Section 88-
1.02, Filtration."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 73 CONCRETE CURBS AND SIDEWALKS
Issued 06-05-09)
In Section 73-1.01 in the 2nd paragraph, replace item 2 with:
2. Minor concrete shall contain not less than 463 pounds of cementitious material per
cubic yard except that when extruded or slip-formed curbs are constructed using 3/8-
inch maximum size aggregate, minor concrete shall contain not less than 505 pounds
of cementitious material per cubic yard.
In Section 73-1.06 replace the 15th paragraph with:
Where hot mix asphalt or portland cement concrete pavements are to be placed around or
adjacent to manholes, pipe inlets or other miscellaneous structures in sidewalk, gutter depression,
island paving, curb ramps or driveway areas, the structures shall not be constructed to final grade
until after the pavements have been constructed for a reasonable distance on each side of the
structures.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 74 PUMPING PLANT EQUIPMENT
Issued 07-01-08)
In Section 74-1.02 delete the 2nd paragraph.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 75 MISCELLANEOUS METAL
Issued 06-05-09)
In Section 75-1.03 replace the 13th paragraph with:
Concrete anchorage devices shall be mechanical expansion or resin capsule types installed in
drilled holes or cast-in-place insert types. The anchorage devices shall be selected from the
Book One- State Route 68 at San Benancio Road Intersection Improvements 244
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Department's Pre-Qualified Products List. The qualification requirements for concrete
anchorage devices may be obtained from the Pre-Qualified Products List Web site.
The anchorage devices shall be a complete system, including threaded studs, hex nuts, and
cut washers. Thread dimensions for externally threaded concrete anchorage devices prior to zinc
coating shall conform to the requirements in ASME Standard: B1.1 having Class 2A tolerances
or ASME Standard: B1.13M having Grade 6g tolerances. Thread dimensions for internally
threaded concrete anchorage devices shall conform to the requirements in ASTM A 563.
In Section 75-1.03 replace the 18th paragraph with:
Mechanical expansion anchors shall, when installed in accordance with the manufacturer's
instructions and these specifications and tested in conformance with the requirements in
California Test 681, withstand the application of a sustained tension test load of at least the
following values for at least 48 hours with a movement not greater than 0.035 inch:
Stud Diameter
inches) Sustained
Tension Test
Load
pounds)
*3/4 5,000
5/8 4,100
1/2 3,200
3/8 2,100
1 /4 1,000
* Maximum stud diameter permitted for
mechanical expansion anchors.
Resin capsule anchors shall, when installed in accordance with the manufacturer's
instructions and these specifications and tested in conformance with the requirements in
California Test 681, withstand the application of a sustained tension test load of at least the
following values for at least 48 hours with a movement not greater than 0.010 inch:
Stud Diameter
inches) Sustained
Tension Test
Load
pounds)
1-1/4 31,000
1 17,900
7/8 14,400
3/4 5,000
5/8 4,100
1/2 3,200
3/8 2,100
1 /4 1,000
At least 25 days before use, the Contractor shall submit one sample of each resin capsule
anchor per lot to the Transportation Laboratory for testing. A lot of resin capsule anchors is 100
units, or fraction thereof, of the same brand and product name.
In Section 75-1.03 replace the 20th paragraph with:
A Certificate of Compliance for concrete anchorage devices shall be furnished to the
Engineer in conformance with the provisions in Section 6-1.07, Certificates of Compliance."
Book One- State Route 68 at San Benancio Road Intersection Improvements 245
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????In Section 75-1.03 replace the 24th paragraph with:
Sealing compound, for caulking and adhesive sealing, shall be a polysulfide or polyurethane
material conforming to the requirements in ASTM Designation: C 920, Type S, Grade NS, Class
25, Use O.
In Section 75-1.035 in the 3rd paragraph, replace the 1st sentence with:
Cables shall be 3/4 inch preformed, 6 x 19, wire strand core or independent wire rope core
IWRC), galvanized in conformance with the requirements in Federal Specification RR-W-410,
right regular lay, manufactured of improved plow steel with a minimum breaking strength of 23
tons.
In Section 75-1.035 in the 4th paragraph, replace item C with:
C. Nuts shall conform to the requirements in ASTM Designation: A 563 including
Appendix Xl, except lubrication is not required.
In Section 75-1.035 replace the 12th paragraph with:
Concrete for filling cable drum units shall conform to the provisions in Section 90-10,
Minor Concrete," or at the option of the Contractor, may be a mix with 3/8-inch maximum size
aggregate and not less than 675 pounds of cementitious material per cubic yard.
In Section 75-1.05 replace the 6th paragraph with:
Galvanizing of iron and steel hardware and nuts and bolts, when specified or shown on the
plans, shall conform to the requirements in ASTM Designation: A 153/A 153M, except
whenever threaded studs, bolts, nuts, and washers are specified to conform to the requirements in
ASTM Designation: A 307, A 325, A 449, A 563, or F 436 and zinc coating is required, they
shall be hot-dip zinc coated or mechanically zinc coated in conformance with the requirements in
the ASTM Designations. Unless otherwise specified, galvanizing shall be performed after
fabrication.
In Section 75-1.05 replace the 8th paragraph with:
Tapping of nuts or other internally threaded parts to be used with zinc coated bolts, anchor
bars or studs shall be done after galvanizing and shall conform to the requirements for thread
dimensions and overtapping allowances in ASTM Designation: A 563.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 80 FENCES
Issued 01-05-07)
In Section 80-3.01F replace the 4th paragraph with:
Portland cement concrete for metal post and brace footings and for deadmen shall be minor
concrete conforming to the provisions in Section 90-10, Minor Concrete." Minor concrete shall
contain not less than 470 pounds of cementitious material per cubic yard.
Book One- State Route 68 at San Benancio Road Intersection Improvements 246
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????In Section 80-4.01C replace the 4th paragraph with:
Portland cement concrete for metal post and for deadmen shall be produced from minor
concrete conforming to the provisions in Section 90-10, Minor Concrete." Minor concrete shall
contain not less than 470 pounds of cementitious material per cubic yard.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 83 RAILINGS AND BARRIERS
Issued 04-03-09)
In Section 83-1.02 replace the 7th paragraph with:
Mortar shall conform to the provisions in Section 51-1.135, Mortar," and shall consist of
one part by volume of cementitious material and 3 parts of clean sand.
In Section 83-1.02B in the 24th paragraph in the 8th subparagraph, replace the 1st
sentence with:
Anchor cable shall be 3/4 inch preformed, 6 x 19, wire strand core or independent wire rope
core IWRC), galvanized in conformance with the requirements in Federal Specification RR-W-
410, right regular lay, manufactured of improved plow steel with a minimum breaking strength
of 23 tons.
In Section 83-1.02E in the 6th paragraph, replace the 2nd sentence with:
Cable shall be galvanized in conformance with the requirements in Federal Specification RR-
W-410.
In Section 83-1.02I replace the 5th paragraph with:
Where shown on the plans, cables used in the frame shall be 5/16 inch in diameter, wire rope,
with a minimum breaking strength of 5,000 pounds and shall be galvanized in conformance with
the requirements in Federal Specification RR-W-410.
In Section 83-1.02I replace the 14th paragraph with:
Chain link fabric shall be 11-gage conforming to one of the following:
1. AASHTO Designation: M181, Type I, Class C
2. AASHTO Designation: M181, Type IV, Class A
3. ASTM F 1345, Class 2
In Section 83-2.02D(1) replace the 5th paragraph with:
When concrete barriers are to be constructed on existing structures, the dowels shall be
bonded in holes drilled in the existing concrete. Drilling of holes and bonding of dowels shall
conform to the following:
Book One- State Route 68 at San Benancio Road Intersection Improvements 247
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????1. The bonding materials shall be either magnesium phosphate concrete, modified high
alumina based concrete or portland cement based concrete. Magnesium phosphate
concrete shall be either single component water activated) or dual component with a
prepackaged liquid activator). Modified high alumina based concrete and portland
cement based concrete shall be water activated. Bonding materials shall conform to the
following requirements:
Property Test Method Requirements
Compressive Strength
at 3 hours, MPa California Test 551 21 min.
at 24 hours, MPa California Test 551 35 min.
Flexure Strength
at 24 hours, MPa California Test 551 3.5 min.
Bond Strength: at 24 hours
SSD Concrete. MPa California Test 551 2.1 min.
Dry Concrete, MPa California Test 551 2.8 min.
Water Absorption, % California Test 551 10 max.
Abrasion Resistance
at 24 hours, grams California Test 550 25 max.
Drying Shrinkage at 4 days, % ASTM Designation:
C 596 0.13 max.
Soluble Chlorides by weight, % California Test 422 0.05 max.
Water Soluble Sulfates by weight, % California Test 417 0.25 max.
2. Magnesium phosphate concrete shall be formulated for minimum initial set time of 15
minutes and minimum final set time of 25 minutes at 70? F. The materials, prior to use,
shall be stored in a cool, dry environment.
3. Mix water used with water activated material shall conform to the provisions in Section
90-2.03, Water."
4. The quantity of water for single component type or liquid activator for dual component
type) to be blended with the dry component, shall be within the limits recommended by
the manufacturer and shall be the least amount required to produce a pourable batter.
5. Addition of retarders, when required and approved by the Engineer, shall be in
conformance with the manufacturer's recommendations.
6. Before using concrete material that has not been previously approved, a minimum of
45 pounds shall be submitted to the Engineer for testing. The Contractor shall allow 45
days for the testing. Each shipment of concrete material that has been previously
approved shall be accompanied by a Certificate of Compliance as provided in Section
6-1.07, Certificates of Compliance."
7. Magnesium phosphate concrete shall not be mixed in containers or worked with tools
containing zinc, cadmium, aluminum or copper metals. Modified high alumina based
concrete shall not be mixed in containers or worked with tools containing aluminum.
8. The surface of any dowel coated with zinc or cadmium shall be coated with a colored
lacquer before installation of the dowel. The lacquer shall be allowed to dry thoroughly
before embedment of the dowels.
9. The holes shall be drilled by methods that will not shatter or damage the concrete
adjacent to the hole. The diameter of the drilled hole shall be 1/2 inch larger than the
nominal diameter of the dowels.
10. The drilled holes shall be clean and dry at the time of placing the bonding material and
the steel dowels. Bonding material and dowel shall completely fill the drilled hole. The
surface temperature shall be 40? F or above when the bonding material is placed.
Book One- State Route 68 at San Benancio Road Intersection Improvements 248
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????11. After bonding, dowels shall remain undisturbed for a minimum of 3 hours or until the
bonding material has reached a strength sufficient to support the dowels. Dowels that are
improperly bonded, as determined by the Engineer, shall be removed. The holes shall be
cleaned or new holes shall be drilled and the dowels replaced and securely bonded to the
concrete. Removing, redrilling and replacing improperly bonded dowels shall be
performed at the Contractor's expense. Modified high alumina based concrete and
portland cement based concrete shall be cured in conformance with the provisions in
Section 90-7.0113, Curing Compound Method," of the Standard Specifications.
Magnesium phosphate concrete shall not be cured.
In Section 83-2.02D(2) in the 1st paragraph, replace item b with:
b. If the 3/8-inch maximum size aggregate grading is used to construct extruded or slip-
formed concrete barriers, the cementitious material content of the minor concrete shall be
not less than 675 pounds per cubic yard.
In Section 83-2.02D(2) replace the 3rd paragraph with:
The concrete paving between the tops of the 2 walls of concrete barrier Types 50E, 60E,
60GE, and 60SE) and the optional concrete slab at the base between the 2 walls of concrete
barrier Types 50E, 60E, 60GE, and 60SE) shall be constructed of minor concrete conforming to
the provisions of Section 90-10, Minor Concrete," except that the minor concrete shall contain
not less than 505 pounds of cementitious material per cubic yard.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 85 PAVEMENT MARKERS
Issued 07-31-07)
In Section 85-1.06 replace the 6th paragraph with:
Pavement markers shall not be placed on new hot mix asphalt surfacing or seal coat until the
surfacing or seal coat has been opened to public traffic for a period of not less than 7 days when
hot melt bituminous adhesive is used, and not less than 14 days when epoxy adhesive is used.
In Section 85-1.06 in the 14th paragraph, replace the 2nd sentence with:
Cleaning shall be done by blast cleaning on all surfaces regardless of age or type, except that
blast cleaning of clean, new hot mix asphalt and clean, new seal coat surfaces will not be
required when hot melt bituminous adhesive is used.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 86 SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS
Issued 06-05-09)
Book One- State Route 68 at San Benancio Road Intersection Improvements 249
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Replace Section 86 with:
SECTION 86 ELECTRICAL SYSTEMS
86-1 GENERAL
86-1.01 DESCRIPTION
Section 86 includes specifications for installing, modifying, and removing:
1. Traffic signal
2. Interconnect system
3. Ramp metering system
4. Flashing beacon system
5. Lighting system
6. Sign illumination system
7. Traffic monitoring station
8. Communication system
9. Electrical equipment in structure
10. Falsework lighting
Comply with Part 4 of the California MUTCD. Nothing in this Section 86 is to be construed
as to reduce the minimum standards in this manual.
The locations of electrical system elements are approximate; the Engineer will approve final
location.
86-1.015 DEFINITIONS
Definitions pertain only to Section 86, Electrical Systems."
actuation: The action of a vehicle or pedestrian causing a detector to create a call in that
phase or movement to request right of way.
channel: Discrete information path.
controller assembly: Controller unit and auxiliary equipment housed in a rainproof cabinet
to control a system's operations.
controller unit: Part of the controller assembly performing the basic timing and logic
functions.
detector: Device indicating passage or presence of vehicles or pedestrians.
electrolier: Complete assembly of lighting standard and luminaire.
flasher: Device to open and close signal circuits at a repetitive rate.
flashing beacon control assembly: Switches, circuit breakers, terminal blocks, flasher,
wiring, and necessary electrical components all housed in a single enclosure to properly
operate a beacon.
inductive loop detector: Detector capable of being actuated by inductance change caused
by vehicle passing or standing over the loop.
lighting standard: Pole and mast arm supporting the luminaire.
luminaire: Consists of housing, reflector, refractor or lens, lamp socket, integral ballast,
terminal strip, and lamp.
magnetic detector: Detector capable of being actuated by induced voltage caused by
vehicle passing through the earth's magnetic field.
powder coating: A coating applied electrostatically using UV-stable polyester triglycidyl
isocyanurate exterior grade powder
pre-timed controller assembly: Operates traffic signals under a predetermined cycle
length.
signal face: As defined in the California MUTCD.
Book One- State Route 68 at San Benancio Road Intersection Improvements 250
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????signal head: As defined in the California MUTCD.
signal indication: As defined in the California MUTCD.
signal section: As defined in the California MUTCD.
signal standard: Pole and mast arm supporting one or more signal faces with or without a
luminaire mast arm.
traffic-actuated controller assembly: Operates traffic signals under the varying demands
of traffic as registered by detector actuation.
traffic phase: Signal phase as defined in the California MUTCD.
vehicle: As defined in the California Vehicle Code.
86-1.02 REGULATIONS AND CODEElectrical equipment must comply with one or more of
the following:
1. EIA
2. ETL
3. NEMA
4. NETA
5. UL
Materials and workmanship must comply with:
1. ANSI
2. ASTM
3. 8 CA Code of Regs 2299 et seq.
4. FCC
5. ITE
6. NEC
7. Public Utilities Commission, General Order No. 95, Rules for Overhead Electrical Line
Construction"
8. Public Utilities Commission, General Order No. 128, Rules for Construction of
Underground Electric Supply and Communication Systems"
86-1.03 COST BREAK-DOWN
Determine quantities required to complete work. Submit the quantities as part of the cost
breakdown.
The sum of the amounts for the units of work listed in the cost breakdown must equal the
contract lump sum price bid for the work. Include overhead and profit for each unit of work
listed in the cost breakdown. If mobilization is a bid item, include bond premium, temporary
construction facilities, and material plants into the mobilization bid item, otherwise, include in
each unit of work listed in the cost breakdown. Do not include costs for traffic control system in
the cost breakdown.
The cost breakdown may be used to determine partial payment and to calculate payment
adjustments for additional costs incurred due to a change order. If a change order increases or
decreases the quantities, payment adjustment may be determined under Section 4-1.03B,
Increased or Decreased Quantities."
The cost breakdown must include type, size, and installation method for:
1. Foundations
2. Standards and poles
3. Conduit
Book One- State Route 68 at San Benancio Road Intersection Improvements 251
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????4. Pull boxes
5. Conductors
6. Service equipment enclosures
7. Telephone demarcation cabinet
8. Signal heads and hardware
9. Pedestrian signal heads and hardware
10. Pedestrian push buttons
11. Loop detectors
12. Luminaires and lighting fixtures
86-1.04 EQUIPMENT LIST AND DRAWINGS
Within 15 days of contract approval, submit for review a list of equipment and materials that
you propose to install. Comply with Section 5-1.02, Plans and Working Drawings." The list
must include:
1. Name of manufacturer
2. Dimension
3. Item identification number
4. List of components
The list must be supplemented by other data as required, including:
1. Schematic wiring diagrams
2. Scale drawings of cabinets showing location and spacing of shelves, terminal blocks, and
equipment, including dimensioning
3. Operation manual
Submit 2 copies of the above data. The Engineer will review within 15 days.
Electrical equipment that is manufactured as detailed on the plans will not require detailed
drawings and diagrams.
Furnish 3 sets of computer-generated cabinet schematic wiring diagrams.
The cabinet schematic wiring diagram must be placed in a heavy duty plastic envelope and
attached to the inside of the door of each cabinet.
Prepare diagrams, plans, and drawings using graphic symbols in IEEE 315, Graphic
Symbols for Electrical and Electronic Diagrams."
86-1.05 CERTIFICATE OF COMPLIANCE
Submit a Certificate of Compliance for all electrical material and equipment to the Engineer
under Section 6-1.07, Certificates of Compliance."
86-1.06 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS
Keep existing electrical system or approved temporary replacement in working order during
the progress of the work. Shutdown is allowed for alteration or removal of the system. Traffic
signal shutdown must be limited to normal working hours. Lighting system shutdown must not
interfere with the regular lighting schedule.
Notify the Engineer before performing work on the existing system.
Notify the local traffic enforcement agency before traffic signal shutdown.
If existing or temporary system must be modified, work not shown on the plans or specified
in the special provisions, but required to keep the system in working order will be paid for as
extra work as specified in Section 4-1.03D, Extra Work."
Book One- State Route 68 at San Benancio Road Intersection Improvements 252
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The State or local agency will:
1. Continue the operation and maintenance of existing electrical facilities
2. Continue to provide electrical energy to operate existing electrical facilities
3. Repair or replace existing facilities damaged by public traffic
4. Pay for electrical energy to operate existing or new facilities undergoing the functional
tests described in Section 86-2.14C, Functional Testing"
Verify location and depth of existing detectors, conduits, pull boxes, and other electrical
facilities before using tools or equipment that may damage those facilities or interfere with an
electrical system.
Notify the Engineer immediately if existing facility is damaged by your activities. Repair or
replace damaged facility promptly. If you fail to complete the repair or replacement, promptly,
the State will repair or replace and deduct the costs.
Damaged detectors must be replaced within 24 hours at your expense. If you fail to complete
the repair within 24 hours, the State will repair and deduct the repair costs.
If roadway remains open to traffic while an existing lighting system is modified:
1. Keep existing system in working order
2. Make final connection so the modified circuit is in operation by nightfall
Keep temporary electrical installations in working order until no longer required. Remove
temporary installations as specified in Section 86-7, Removing, Reinstalling or Salvaging
Electrical Equipment."
These provisions do not void your responsibilities as specified in Section 7-1.12,
Indemnification and Insurance," and Section 7-1.16, Contractor's Responsibility for the Work
and Materials."
During traffic signal system shutdown, place W3-la, STOP AHEAD," and R1-1, STOP,"
signs in each direction to direct traffic through the intersection. For 2-lane approaches, place 2
R1-1 signs.
W3-la and R1-1 signs must comply with Section 12-3.06, Construction Area Signs." Use a
minimum size of 30 inches for the R1-1 sign.
Cover signal faces when the system is shut down overnight. Cover temporary W3-la and
Rl-1 signs when the system is turned on.
86-1.07 SCHEDULING OF WORK
Except service installation and service equipment enclosure, do not work above ground until
all materials are on hand to complete electrical work at each location. Schedule work to allow
each system to be completed and ready for operation before opening the corresponding section of
the roadway to traffic.
If street lighting exists or is installed in conjunction with traffic signals, do not turn on the
signals until the street lighting is energized.
Traffic signals will not be placed in operation until the roadways to be controlled are open to
public traffic.
Lighting and traffic signals, including flashing operation, will not be placed in operation
before starting the functional test period specified in Section 86-2.14, Testing."
Do not pull conductors into conduit until:
1. Pull boxes are set to grade
2. Metallic conduit is bonded
Book One- State Route 68 at San Benancio Road intersection Improvements 253
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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PROVISIONS-U012
STATE-U012
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AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????In vehicular undercrossings, soffit lights must be in operation as soon as practicable after
falsework has been removed from the structure. Lighting for pedestrian structures must be in
operation before opening the structure to pedestrian traffic.
If the Engineer orders soffit lights or lighting for pedestrian structures to be activated before
permanent power service is available, the cost of installing and removing temporary power
service will be paid for as extra work as specified in Section 4-1.03D, Extra Work."
The initial traffic signal turn-on must be made between 9:00 a.m. and 2:00 p.m. Before the
initial turn-on, all equipment, including pedestrian signals, pedestrian push buttons, vehicle
detectors, lighting, signs, and pavement delineation must be installed and in working order.
Direct louvers, visors, and signal faces to maximize visibility.
Start functional tests on any working day except Friday or the day before a legal holiday.
You must notify the Engineer 48 hours before the start of functional test.
86-1.08 BLANK)
86-2 MATERIALS AND INSTALLATION
86-2.01 EXCAVATING AND BACKFILLING
Dispose of surplus excavated material under Section 7-1.13, Disposal of Materials Outside
the Highway Right of Way."
Backfill as specified in Section 19-3, Structure Excavation and Backfill." Compact backfill
in conduit trenches outside the hinge point of slopes and not under pavement to a minimum
relative compaction of 90 percent. Compact backfill within hinge points and in areas where
pavement is to be constructed to a minimum relative compaction of 95 percent.
Backfill trenches and restore sidewalk, pavement, and landscaping at one intersection before
starting excavation at another intersection.
If excavating on a street or highway, restrict closure to I lane at a time.
86-2.02 REMOVING AND REPLACING IMPROVEMENTS
Replace or reconstruct sidewalk, curb, gutter, concrete pavement, asphalt concrete pavement,
underlying material, lawn, plant, and other facilities damaged by your activities. Replacement
material must be of equal or better quality than the material replaced. Work must be in a
serviceable condition.
If a part of a square or slab of concrete sidewalk, curb, gutter, or driveway is broken or
damaged, the entire square or slab must be removed and reconstructed.
Cut outline of PCC sidewalk or driveway to be removed:
1. Using a power-driven saw
2. On a neat line
3. To a 0.17-foot minimum depth
86-2.03 FOUNDATIONS
Except for concrete for cast-in-drilled-hole concrete pile foundation, PCC must comply with
Section 90-10, Minor Concrete."
Construct concrete foundation on firm ground.
After each post, standard, and pedestal is properly positioned, place mortar under the base
plate. Finish exposed portion to present a neat appearance. Mortar must comply with Section
51-1.135, Mortar," except mortar must have:
Book One- State Route 68 at San Benancio Road Intersection Improvements 254
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????1. 1 part by volume of cementitious material
2. 3 parts by volume of clean sand
Reinforced cast-in-drilled-hole concrete pile foundation must comply with Section 49,
Piling," except:
1. Material resulting from drilling holes must be disposed of as specified in Section 86-2.01,
Excavating and Backfilling"
2. Concrete for cast-in-drilled-hole concrete pile will not be considered as designated by
compressive strength
Form exposed portion of the foundation to present a neat appearance and true to line and
grade. The top of a foundation for post and standard must be finished to curb or sidewalk grade.
Forms must be rigid and securely braced in place. Conduit ends and anchor bolts must be placed
at proper height and position. Anchor bolts must be installed a maximum of 1:40 from vertical
and held in place by rigid top and bottom templates. Use a steel bottom template at least 1/2 inch
thick that provides proper spacing and alignment of anchor bolts near the embedded bottom end.
Install bottom template before placing footing concrete.
Provide new foundation and anchor bolts of the proper type and size for relocated standards.
Steel parts must be galvanized as specified in Section 75-1.05, Galvanizing."
Provide 2 nuts and washers for the upper threaded part of each anchor bolt. Provide 3 nuts
and washers for each anchor bar or stud.
Do not weld high-strength steel used for anchor bolt, anchor bar, or stud.
Before placing concrete, moisten forms and ground. Keep forms in place until the concrete
sets for at least 24 hours and is strong enough to prevent damage to surface.
Except if located on a structure, construct foundation for post, standard, and pedestal
monolithically.
Apply ordinary surface finish as specified in Section 51-1.18A, Ordinary Surface Finish."
If a foundation must be extended for additional depth, the extension work will be paid for as
extra work as specified in Section 4-1.03D, Extra Work."
Do not erect post, pole, standard, pedestal, or cabinet until the foundation is set for a
minimum of 7 days.
The Engineer will choose the plumbing or raking technique for posts, standards, and
pedestals. Plumb or rake by adjusting the leveling nuts before tightening nuts. Do not use shims
or similar devices. After final adjustments of both top nuts and leveling nuts on anchorage
assemblies have been made, and each post, standard, and pedestal on structure is properly
positioned, tighten nuts as follows:
1. Tighten leveling nuts and top nuts, following a crisscross pattern, until bearing surfaces
of all nuts, washers, and base plates are in firm contact.
2. Use an indelible marker to mark the top nuts and base plate with lines showing relative
alignment of the nut to the base plate.
3. Tighten top nuts, following a crisscross pattern, an additional 1/6th of a turn.
In unpaved areas, construct a raised PCC pad in front of each controller cabinet.
Completely remove foundations not to be reused or abandoned.
If abandoning a foundation, remove the top of foundation, anchor bolts, and conduits to a
minimum depth of 0.5 foot below sidewalk surface or original ground. Backfill the resulting
hole with material equivalent to the surrounding material.
Book One- State Route 68 at San Benancio Road Intersection Improvements 255
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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E.-U012
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OF-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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PROGRAM-U012
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C.-U012
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ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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E.-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????86-2.04 STANDARDS, STEEL PEDESTALS AND POSTS
Bolts, including anchor bolts, nuts, and washers for signal and lighting support structures
must comply with Section 55-2, Materials." Except for bearing-type connection or slip-base,
high-strength bolted connection must comply with Section 55-3.14, Bolted Connections."
Welding, nondestructive testing of welds, and acceptance and repair criteria for steel member
nondestructive testing must comply with American Welding Society AWS) D1.1.
Using stainless steel rivets, attach rectangular corrosion-resistant metal identification tag on
all standards and poles, except Type 1:
1. Above the hand hole, near the base of standards and poles
2. On the underside of mast arms near the arm plate
The lettering on each identification tag must be depressed or raised, 1/4 inch tall, legible, and
include the following information:
1. Name of the manufacturer
2. Date of manufacture
3. Identification number
4. Contract number
5. Unique identification code that is:
5.1. Assigned by the manufacturer
5.2. Traceable to a particular contract and the welds on that component
5.3. Readable after the support structure is coated and installed
Type 1 standard and steel pedestal for controller cabinet must be manufactured of one of the
following:
1. 0.12-inch or thicker galvanized steel
2. 4-inch standard weight galvanized steel pipe as specified in ASTM A 53
3. 4-inch Type 1 conduit with the top designed for post-top slip-fitter
Ferrous metal parts of a standard that has a shaft length of 15 feet or longer must comply
with the provisions in Section 55-2, Materials," and the following:
1. Standard must be manufactured from sheet steel of weldable grade having a minimum
yield strength of 40,000 psi after manufacturing.
2. Certified test report verifying compliance with minimum yield strength requirements
must be submitted. Test report may be the mill test report for the as-received steel or if
the as-received steel has a lower yield strength than required you must provide test data
assuring that your method of cold forming will consistently increase the tensile properties
of the steel to meet the specified minimum yield strength. Test data must include tensile
properties of the steel after cold forming for specific heats and thicknesses.
3. If a single-ply 5/16-inch thick pole is specified, a 2-ply pole with equivalent section
modulus may be substituted.
4. Standard may be manufactured of full-length sheets or shorter sections. Each section
must be manufactured from 1 or 2 pieces of sheet steel. If 2 pieces are used, the
longitudinal welded seams must be directly opposite from one another. If the sections are
butt-welded together, the longitudinal welded seams of adjacent sections must be placed
to form continuous straight seams from base to top of standard.
Book One- State Route 68 at San Benancio Road Intersection Improvements 256
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
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FO89518-U03
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7/19/2010-U011
ROUTE-U012
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AT-U012
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CONSIDER-U012
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A-U012
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FINDINGS-U012
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MONITORING-U012
REPORTING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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10-111065;-U012
D.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AI93754-U03
DO94108-U03
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8/4/2010-U04
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7/19/2010-U011
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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REPORTING-U012
PROGRAM-U012
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C.-U012
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ROAD-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?? ??5. Butt-welded circumferential joints of tubular sections requiring CJP groove welds must
be made using a metal sleeve backing ring inside each joint. The sleeve must be 1/8 inch
nominal thickness, or thicker, and manufactured from steel having the same chemical
composition as the steel in the tubular sections to be joined. If the sections to be joined
have different specified minimum yield strengths, the steel in the sleeve must have the
same chemical composition as the tubular section having the higher minimum yield
strength. The width of the metal sleeve must be consistent with the type of
nondestructive testing selected and must be a minimum width of 1 inch. At fitting time,
the sleeve must be centered at the joint and in contact with the tubular section at the point
of the weld.
6. Welds must be continuous.
7. Weld metal at the transverse joint must extend to the sleeve, making the sleeve an
integral part of the joint.
8. During manufacturing, longitudinal seams on vertical tubular members of cantilevered
support structures must be centered on and along the side of the pole that the pole plate is
located. Longitudinal seams on horizontal tubular members, including signal and
luminaire arms, must be within 45 degrees of the bottom of the arm.
9. Longitudinal seam weld in steel tubular section may be made by the electric resistance
welding process.
10. Longitudinal seam weld must have 60 percent minimum penetration, except:
10.1. Within 6 inches of circumferential weld, longitudinal seam weld must be CJP
groove weld.
10.2. Longitudinal seam weld on lighting support structure having telescopic pole
segment splice must be CJP groove weld on the female end for a length on each end
equal to the designated slip-fit splice length plus 6 inches.
11. Exposed circumferential weld, except fillet and fatigue-resistant weld, must be ground
flush with the base metal before galvanizing or painting. Ground flush is specified as 0,
+0.08-inch.
12. Circumferential weld and base plate-to-pole weld may be repaired only one time.
13. Exposed edges of the plates that make up the base assembly must be finished smooth and
exposed corners of the plates must be broken. Provide shafts with slip-fitter shaft caps.
14. Surface flatness requirements of ASTM A 6 apply to plates:
14.1. In contact with concrete, grout, or washers and leveling nuts
14.2. In high-strength bolted connections
14.3. In joints, where cap screws are used to secure luminaire and signal arms
14.4. Used for breakaway slip-base assemblies
15. Standard must be straight with a maximum variation of-
15. 1. 1 inch measured at the midpoint of a 30-foot to 35-foot standard
15.2. 3/4 inch measured at the midpoint of a 17-foot to 20-foot standard
15.3. 1 inch measured 15 feet above the base plate for Type 35 and Type 36 standards
16. Zinc-coated nuts used on fastener assemblies having a specified preload obtained by
specifying a prescribed tension, torque value, or degree of turn must be provided with a
colored lubricant, clean and dry to the touch. The lubricant color must contrast the zinc
coating color on the nut so the presence of the lubricant is visually obvious. Lubricant
Book One- State Route 68 at San Benancio Road Intersection Improvements 257
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
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PROGRAM-U012
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C.-U012
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68-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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NO.-U02
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CONDUCT-U07
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MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
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SAN-U012
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BY-U012
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OR-U012
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EFFECTIVE-U012
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B.-U012
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05-0H8220,-U012
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17,-U012
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40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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3-U06
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CONDUCT-U07
A-U07
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TO-U07
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MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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SPECIAL-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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CONSIDER-U012
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OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??
??must be insoluble in water or the fastener components must be shipped to the job site in a
sealed container.
17. Do not make additional holes in structural members.
18. Standard with an outside diameter of 12 inches or less must be round. Standard with an
outside diameter greater than 12 inches must be round or multisided. Multisided standard
must be convex with a minimum of 12 sides and have a minimum bend radius of 4
inches.
19. Manufacture mast arm from material specified for standard.
20. Manufacture cast steel option for slip base from material of Grade 70-40, as specified in
ASTM A 27/A 27M. Other comparable material may be used if approved by the
Engineer. The casting tolerances must comply with the Steel Founders' Society of
America's recommendations for green sand molding.
21. One casting from each lot of a maximum of 50 castings must be radiographed as
specified in ASTM E 94. Casting must comply with the acceptance criteria for severity
level 3 or better for the types and categories of discontinuities in ASTM E 186 and E 446.
If the casting fails the inspection, 2 additional castings must be radiographed. If the 2
additional castings fail the inspection, the entire lot will be rejected.
22. Material certification, consisting of physical and chemical properties, and radiographic
film of the casting must be filed at the manufacturer's office. Certification and film must
be available for inspection.
23. High-strength bolts, nuts, and flat washers used to connect slip-base plate must comply
with ASTM A 325 or A 325M and be galvanized as specified in Section 75-1.05,
Galvanizing."
24. Plate washers must be manufactured by saw cutting and drilling steel plate. Steel plate
must comply with AISI 1018 and be galvanized as specified in Section 75-1.05,
Galvanizing." Before galvanizing, remove burrs and sharp edges and chamfer both
sides of holes to allow the bolt head to make full contact with the washer without tension.
25. High-strength cap screws for attaching arms to standards must comply with ASTM A
325, A 325M, or A 449, and the mechanical requirements in ASTM A 325 or A 325M
after galvanizing. Cap screws must be galvanized as specified in Section 75-1.05,
Galvanizing." Coat threads of cap screws with a colored lubricant, clean and dry to the
touch. Lubricant color must contrast the zinc-coating color on the cap screw so the
presence of the lubricant is visually obvious. Lubricant must be insoluble in water or the
fastener components must be shipped to the job site in a sealed container.
26. Bolted connection attaching signal or luminaire arm to pole must be considered slip
critical. Galvanized faying surfaces of plates on luminaire, signal arm, and pole must be
roughened by hand using a wire brush before assembly and must comply with
requirements for Class C surface conditions for slip-critical connections in Specification
for Structural Joints Using ASTM A 325 or A 490 Bolts," a specification approved by the
Research Council on Structural Connections RCSC). Paint for faying surfaces must be
as specified in the RCSC specification for Class B coating.
27. The Engineer will randomly take samples of fastener components from each production
lot and submit to the Transportation Laboratory with test reports as specified in ASTM
fastener specifications for QA testing and evaluation. The Engineer will determine
sample sizes for each fastener component.
Change in mast arm configuration is allowed as long as the mounting height and stability are
maintained.
Book One- State Route 68 at San Benancio Road Intersection Improvements 258
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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STATE-U07
300-PUBLIC-U08
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7/19/2010-U011
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68-U012
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SAN-U012
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MEASURES;-U012
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CONSIDER-U012
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A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U012
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Before manufacturing, details must be adjusted to ensure that cap screw heads can be turned
using conventional installation tools. During manufacturing process, to avoid interference with
the cap screw heads, the position of the luminaire arm on the arm plate must be properly located.
Configure mast arm as a smooth curving arm.
Push button post, pedestrian barricade, and guard post must comply with ASTM A 53.
Assemble and tighten slip base when pole is on the ground. Threads of heavy hex nuts for
each slip-base bolt must be coated with additional lubricant that is clean and dry to the touch.
Tighten high strength slip-base bolts to within 10 foot-pounds of the following:
Standard Type Torque
foot:pounds)
15-SB 150
30 150
31 200
36-20A 165
Hole in shaft of existing standard, due to removal of equipment or mast arms, must be sealed
by fastening a galvanized steel disk to cover the hole. Fasten using a single central galvanized
steel fastener. Seal edges of disk and hole with polysulfide or polyurethane sealing compound of
Type S, Grade NS, Class 25, and Use 0, as specified in ASTM C 920.
If existing standard is ordered to be relocated or reused, remove large dents, straighten shafts,
and replace parts that are in poor condition. You must furnish anchor bolts or bars and nuts
required for relocating or reusing standard. Repair and replacement work will be paid for as
extra work as specified in Section 4-1.03D, Extra Work."
New nuts, bolts, cap screws, and washers must be provided if:
1. Standard or mast arm is relocated
2. Used standard or mast arm is State furnished
If the standard has a slip base, a new keeper plate must be provided.
86-2.05 CONDUIT
Run conductors in conduit except for overhead and where conductors are run inside poles.
You may use a larger size conduit than specified as long as you use it for the entire length
between outlets. Do not use reducing coupling.
New conduit must not pass through existing foundations for standards.
86-2.05A Material
Conduit and conduit fitting must be UL or ETL listed and comply with the following:
Slip-Base Bolt-Tightening Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 259
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROUTE-U012
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AT-U012
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INTERSECTION-U012
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D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
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TO-U012
SIGN-U012
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E.-U012
CONSIDER-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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EQUIVALENT-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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E.-U012
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AUTHORIZING-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Type 1 Hot-dip galvanized rigid steel conduit and conduit couplings must comply with
UL 6 and ANSI C80.1. Zinc coating testing must comply with copper sulfate test
requirements in UL 6. Conduit couplings for rigid steel conduit must be
electrogalvanized.
Type 2 Hot-dip galvanized rigid steel conduit must comply with requirements for Type
lconduit and be coated with polyvinyl chloride PVC) or polyethylene. Exterior
thermoplastic coating must have a minimum thickness of 35 mils. Internal
coating must have a minimum thickness of 2 mils. Coated conduit must comply
with UL 6; NEMA RN 1; or ETL PVC-001.
Type 3 Rigid non-metallic conduit must comply with UL 651, UL 651A or UL 651B.
Install at underground locations only.
Type 4 Waterproof flexible metal conduit must consist of conduit with a waterproof non-
metallic sunlight-resistant jacket over an inner flexible metal core. Type4 conduit
must be UL listed for use as the grounding conductor.
Type 5 Intermediate steel conduit and conduit couplings must comply with UL 1242 and
ANSI C80.6. Zinc coating testing must comply with copper sulfate test
requirements in UL 1242. Conduit couplings for intermediate rigid steel conduit
must be electrogalvanized. Type 5 conduit must only be used if specified.
Bonding bushings to be installed on metal conduit must be insulated and either galvanized or
zinc alloy type.
Fittings for steel conduit and for watertight flexible metal conduit must be UL listed at UL
514B.
86-2.05B Use
Install Type 1 conduit on all exposed surfaces and at the following locations:
1. In concrete structures
2. Between a structure and nearest pull box
Exposed conduit installed on painted structure must be painted the same color as the
structure.
Change or extend existing conduit runs using the same material. Install pull box if an
underground conduit changes from the metallic type to Type 3.
Minimum trade size of conduit must be:
1. 1-1/2 inches from electrolier to adjacent pull box
2. 1 inch from pedestrian push button post to adjacent pull box
3. 2 inches from signal standard to adjacent pull box
4. 3 inches from controller cabinet to adjacent pull box
5. 2 inches from overhead sign to adjacent pull box
6. 1-1/2 inches if unspecified
Two conduits must be installed between controller cabinet and adjacent pull box.
86-2.05C Installation
Whether shop or field cut, ream ends of conduit to remove burrs and rough edges. Make cuts
square and true. Slip joints and running threads are not allowed for coupling conduit. If a
standard coupling cannot be used for coupling metal type conduit, use a threaded union coupling
that is UL or ETL listed. Tighten couplings for metal conduit to maintain a good electrical
connection through conduit run.
Conduit and Conduit Fitting Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 260
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??
??Cut Type 3 conduit with tools that will not deform the conduit. Use solvent weld for
connections.
Cut Type 2 conduit with pipe cutters; do not use hacksaws. Coated conduit must be threaded
with standard conduit-threading dies. Tighten conduit into couplings or fittings using strap
wrenches or approved groove joint pliers.
Protect shop-cut threads from corrosion as follows:
Steel conduit and ANSI C80.1
conduit couplings
Intermediate metal ANSI C80.6
conduit and conduit
couplings
Paint conduits as specified in Section 91, Paint." Apply 2 coats of approved unthinned zinc-
rich primer of organic vehicle type. Do not use aerosol cans. Paint the following parts of
conduits:
1. All exposed threads
2. Field-cut threads before installing conduit couplings to steel conduit
3. Damaged surfaces on metal conduit
Do not remove shop-installed conduit couplings.
Damaged Type 2 conduit or conduit coupling must be wrapped with at least 1 layer of 2 inch
wide, 20 mil minimum thickness PVC tape, as specified in ASTM D 1000, with a minimum tape
overlap of 1/2 inch. Before applying the tape, conduit or fitting must be cleaned and painted
with 1 coat of rubber-resin based adhesive as recommended by the tape manufacturer. You may
repair damaged spots in the thermoplastic coating by painting over with a brushing type
compound supplied by the conduit manufacturer instead of the tape wrap.
The ends of Types 1, 2, or 5 conduit must be threaded and capped with standard pipe caps
until wiring is started. The ends of Types 3 and 4 conduit must be capped until wiring is started.
If caps are removed, replace with conduit bushings. Fit insulated bonding bushings on the end of
metal conduit ending in pull box or foundation. Bell or end bushings for Type 3 conduit must be
non-metallic type.
Conduit bends, except factory bends, must have a radius of not less than 6 times the inside
diameter of the conduit. If factory bends are not used, bend the conduit without crimping or
flattening using the longest radius practicable. Bend conduits as follows:
Type 1 By methods recommended by the conduit manufacturer and with equipment
approved for the purpose.
Type 2 Use standard bending tool designed for use on thermoplastic coated conduit.
Conduit must be free of burrs and pits.
Type 3 By methods recommended by the conduit manufacturer and with equipment
approved for the purpose. Do not expose conduit to direct flame.
Type 4
Type 5 By methods recommended by the conduit manufacturer and with equipment
approved for the purpose.
Install pull tape in conduit that is to receive future conductors. The pull tape must be a flat
woven lubricated soft-fiber polyester tape with a minimum tensile strength of 1,800 pounds and
have printed sequential measurement markings every 3 feet. At least 2 feet of pull tape must be
doubled back into the conduit at each end.
Shop-Cut Thread Protection
Conduit-Bending Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 261
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BOOK ONE - CONTRACT NO. 10-11????Existing underground conduit to be incorporated into a new system must be cleaned with a
mandrel or cylindrical wire brush and blown out with compressed air.
Install conduit to a depth of not less than 30 inches below finished grade, except in sidewalk
and curbed paved median areas, where it must be at least 18 inches below grade. You may lay
conduit on existing pavement within new curbed median.
Conduit coupling must be a minimum of 6 inches from face of foundation.
Place a minimum of 2 inches of sand bedding in the trench before installing Type 2 or Type 3
conduit. Place a minimum of 4 inches of same material over conduit before placing additional
backfill material.
Obtain approval from the Engineer before disturbing pavement. If obstruction is
encountered, obtain approval from Engineer to cut small holes in the pavement to locate or
remove obstruction If jacking or drilling method is used, keep jacking or drilling pit 2 feet away
from edge of pavement. Pavement must not be weakened or subgrade softened from excess
water use.
Conduit used for drilling or jacking must be removed; install new conduit for completed
work. If a hole larger than the conduit is pre-drilled and you install conduit by hand or by
method recommended by the conduit manufacturer with equipment approved for purpose, you
may install Type 2 or Type 3 conduit under pavement.
If trenching in pavement method is specified, conduit installation under pavement that is not
a freeway lane or freeway to freeway connector ramp, must comply with the following:
1. Use Type 3 conduit. Place conduit under pavement in a trench approximately 2 inches
wider than the outside diameter of conduit, but not exceeding 6 inches in width. Trench
depth must not exceed the greater of 12 inches or conduit trade size plus 10 inches,
except that at pull boxes the trench may be hand dug to required depth. The top of the
installed conduit must be a minimum of 9 inches below finished grade.
2. Trenching installation must be completed before placing final pavement layer.
3. Cut pavement to be removed with a rock cutting excavator. Minimize shatter outside the
removal area.
4. Place conduit in bottom of trench and backfill with minor concrete as specified in Section
90-10, Minor Concrete.". Minor concrete must contain a minimum of 590 pounds of
cementitious material per cubic yard. If the trench is in asphalt concrete pavement and
pavement overlay is not placed, backfill the top 1-3/4-inch of trench with minor HMA.
5. Before spreading HMA, apply tack coat as specified in Section 39, Hot Mix Apshalt."
6. Backfill trenches, except for the top 0.10 foot, by the end of each day. The top 0.10 foot
must be filled within 3 days after trenching.
Conduit installed beneath railroad tracks must be:
1. Type l or 2
2. 1-1/2-inch minimum diameter
3. Placed a minimum depth of 3 feet below bottom of tie
If jacking or drilling method is used, construct jacking pit to a minimum of 13 feet from the
centerline of track at the near side of jacking pit. Cover jacking pit with substantial planking if
left overnight.
Conduit ending in standard or pedestal must not extend more than 3 inches vertically above
the foundation and must be sloped toward the handhole opening. Conduit entering through the
side of non-metallic pull box must end inside the box within 2 inches of the wall and 2 inches
above the bottom and be sloped toward the top of box to facilitate pulling of conductors.
Book One- State Route 68 at San Benancio Road Intersection Improvements 262
CONTRACT NO. 10-111065
BIB]
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BOOK-U02
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SAN-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
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MEASURES;-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
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NO.-U012
10-111065;-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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LI21329-U03
FO21330-U03
FO85769-U03
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AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
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B.-U012
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ADOPTING-U012
A-U012
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FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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OF-U012
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UPON-U012
PASSAGE-U012
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STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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15366-U05
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ADOPTING-U012
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ROUTE-U012
68-U012
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BOOK ONE - CONTRACT NO. 10-11????Conduit entering through the bottom of a pull box must end 2 inches above the bottom and be
located near the end walls to leave the major portion of the box clear. At outlet, conduit must
enter from the direction of the run.
Underground conduit runs, including under sidewalks, that are adjacent to gasoline service
stations or other underground gasoline or diesel storage, piping, or pumps and that lead to a
controller cabinet, circuit breaker panel, service, or enclosure where an arc may occur during
normal operations must be sealed if the conduit is within the limits specified in the NEC for
Class 1, Division 1. Use Type 1 or Type 2 conduit for these runs.
Conduit for future use in structures must be threaded and capped. Conduit leading to soffit,
wall, or other lights or fixtures below pull box grade must be sealed and made watertight, except
where conduit ends in a No. 9 or No. 9A pull box.
Support for conduit in or on wall or bridge superstructure must comply with the following:
1. Steel hangers, steel brackets, and other fittings must comply with Section 75-1.03,
Miscellaneous Bridge Metal."
2. Construct precast concrete conduit cradles using minor concrete and commercial quality
welded wire fabric. Minor concrete must comply with Section 90-10, Minor Concrete,"
and contain a minimum of 590 pounds of cementitious material per cubic yard The
cradles must be moist cured for a minimum of 3 days. Bond precast concrete cradles to
structure with epoxy adhesives specified in one of the following:
2.1. Section 95-2.03, Epoxy Resin Adhesive for Bonding New Concrete to Old
Concrete"
2.2. Section 95-2.04, Rapid Set Epoxy Adhesive for Pavement Markers"
2.3. Section 95-2.05, Standard Set Epoxy Adhesive for Pavement Markers"
3. Use pipe sleeve or form opening for conduit through bridge superstructure concrete.
Sleeve or opening through either prestressed member or conventionally reinforced
precast member must be:
3.1. Transverse to the member
3.2. Through the web
3.3. Not more than 3 inches maximum gross opening in concrete
4. Where conduits pass through the abutment concrete, wrap conduit with 2 layers of
asphalt-felt building paper securely taped or wired in place. Fill space around conduit
that runs through bridge abutment wall with mortar as specified in Section 51-1.135,
Mortar," except the proportion of cementitious material to sand must be I to 3. Fill the
space around conduits that run through abutments after prestressing is completed.
5. Run surface-mounted conduit straight and true, horizontal or vertical on the wall, and
parallel to wall on ceiling or other similar surfaces. Support conduit at a maximum of 5-
foot intervals or closer where necessary to prevent vibration or unsightly deflection. The
supports must include galvanized malleable iron conduit clamps and clamp backs secured
with expansion anchorage devices as specified for concrete anchorage devices in Section
75-1.03, Miscellaneous Bridge Metal." Threaded studs must be galvanized and be of the
largest diameter that will pass through the mounting hole in conduit clamp.
6. Where pull boxes are placed in conduit runs, conduit must be fitted with threaded
bushings and bonded.
7. Mark location of conduit end in structure, curb, or wall with a Y" that is a minimum of 3
inches tall, directly above conduit.
Book One- State Route 68 at San Benancio Road Intersection Improvements 263
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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40453-U01
BOOK-U02
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CONTRACT-U02
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68-U012
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B.-U012
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MAKING-U012
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BOOK ONE - CONTRACT NO. 10-11????86-2.05D Expansion Fittings
Install expansion fitting where the conduit crosses an expansion joint in structure. Each
expansion fitting for metal conduit must include a copper bonding jumper having the ampacity
specified in NEC.
Each expansion-deflection fitting for expansion joints of 1-1/2-inch movement rating must be
watertight and include a molded neoprene sleeve, a bonding jumper, and 2 silicon bronze or
zinc-plated iron hubs. Each fitting must allow a minimum of 3/4-inch expansion, contraction,
and lateral deflection.
86-2.06 PULL BOXES
You may use a larger standard size pull box than that shown on the plans or specified. Pull
box, cover, and extensions must be of the same material.
86-2.06A Materials
Pull box, cover, and extension for installation in ground or sidewalk area must be precast
reinforced PCC or non-PCC material. Non-PCC material must:
1. Be fire resistant with a burn rate no greater than 0.3-inch per minute per 0.1 inch of
thickness when tested as specified in ASTM D 635
2. Show no significant change in physical properties with exposure to weather
3. Be dense, free of voids or porosity, and gray or brown in color
Non-PCC pull box must comply with the following:
1. Top dimensions must not exceed the bottom dimensions by more than 1 inch.
2. Extension must be attached to pull box to maintain the minimum combined depths.
3. Cover must not fail and must not deflect more than 1/4 inch when a vertical force of
1,500 pounds is applied through a 1/2" x 3" x 6" steel plate to a non-PCC cover on a pull
box. Center the steel plate on cover with its longitudinal axis coinciding with
longitudinal axis of cover.
Non-PCC pull boxes must be of sufficient rigidity that when a designated concentrated force
is applied perpendicularly to the midpoint of one of the long sides at the top while the opposite
long side is supported by a rigid surface, it must be possible to remove the cover without the use
of tools. The designated concentrated force must be 150 pounds for a No. 3-1/2 pull box and
must be 100 pounds for a No. 5 or No. 6 pull box.
If a transformer or other device must be placed in a non-metallic pull box, include recesses
for hanger.
Secure cover, except ceiling pull box cover, with 3/8-inch hold down bolts, cap screws, or
studs, washers, and brass stainless steel or other non-corroding-metal nut. Stainless steel
hardware must have an 18 percent or greater chromium content and an 8 percent or greater nickel
content.
Galvanize ferrous metal parts as specified in Section 75-1.05, Galvanizing."
Traffic pull box must be provided with steel cover and special concrete footing. Steel cover
must have a embossed non-skid pattern.
Traffic pull box and cover must have a vertical proof-load strength of 25,000 pounds.
Comply with Federal Specification RR-F-621 and distribute the 25,000 pound load through a 9"
x 9" x 2" steel plate. You must be able to place the load anywhere on box and cover for 1 minute
without causing cracks or permanent deformations.
Book One- State Route 68 at San Benancio Road Intersection Improvements 264
CONTRACT NO. 10-111065
BIB]
40444-U01
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40453-U01
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BOOK ONE - CONTRACT NO. 10-11????No. 3-1/2(T) and No. 5(T) traffic pull box must be reinforced with a galvanized Z bar welded
frame and cover similar to that shown on the plans for No. 6(T) pull box. Frame must be
anchored to box with 1/4" x 2-1/4" concrete anchors. Four concrete anchors must be included
for No. 3-1/2(T) pull box; one placed in each corner. Six concrete anchors for must be included
for No. 5(T) and No. 6(T) pull boxes; one placed in each corner and one near the middle of each
of the longer sides.
Hold down screws must be 3/8 inch hex flange cap screws of Type 316 stainless steel. Nut
must be zinc plated carbon steel, vibration resistant, and have a wedge ramp at the root of the
thread. Nut must be spot welded to the underside or manufactured with galvanized Z bar pull
box frame.
Steel cover must be countersunk approximately 1 /4 inch to accommodate bolt head. When
tightened, bolt head must not exceed more than 1 /8 inch above the top of cover. A 1 /4 inch
tapped hole and brass bonding screw must be included.
Concrete placed around and under traffic pull box must be minor concrete as specified in
Section 90-10, Minor Concrete."
86-2.06B Cover Marking
Marking must be clearly defined, uniform in depth, and parallel to either the long or short
sides of cover.
Marking letters must be between 1 inch to 3 inch high.
Before galvanizing steel or cast iron cover, apply marking by one of the following methods:
1. Use cast iron strip at least 1/4-inch thick with letters raised a minimum of 1/16 inch.
Fasten strip to cover with 1/4 inch flathead stainless steel machine bolts and nuts. Peen
bolts after tightening.
2. Use sheet steel strip at least 0.027-inch thick with letters raised a minimum of 1/16 inch.
Fasten strip to cover by spot welding, tack welding, or brazing, with 1/4 inch stainless
steel rivets or 1/4 inch roundhead stainless steel machine bolts and nuts. Peen bolts after
tightening.
3. Bead weld the letters on cover so that letters are raised a minimum of 3/32 inch.
86-2.06C Installation and Use
Space pull boxes no more than 200 feet apart. You may install additional pull boxes to
facilitate the work.
Pull box in ground or sidewalk area must be installed as follows:
1. Embed bottom of pull box in crushed rock.
2. Place a layer of roofing paper on crushed rock.
3. Place mortar over layer of roofing paper. Mortar must be 0.50 inch to 1 inch thick and be
sloped toward the drain hole.
4. Make a 1-inch drain hole in center of pull box through mortar and roofing paper.
5. Place mortar between pull box and pull box extension, and around conduits.
Reconstruct sump of existing pull box if disturbed by your operations. Remove old grout and
replace with new if the sump was grouted.
After installation of traffic pull box, install steel cover and keep bolted down when your
activities are not in progress at the pull box. When steel cover is placed for final time, cover and
Z bar frame must be cleaned of debris and securely tightened.
Book One- State Route 68 at San Benancio Road Intersection Improvements 265
CONTRACT NO. 10-111065
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????86-2.07 BLANK)
86-2.08 CONDUCTORS AND CABLES
Conductor must be copper wire that complies with ASTM B 3 and B 8.
Wire size must comply with the following:
Conductor usage Requirement
In loop detector lead-in cable ASTM B 286
Everywhere except in loop
detector lead-in cable American Wire Gage AWG)a
aExcept conductor diameter must not be less than 98 percent of
specified AWG diameter.
Single conductor and cable, except detector lead-in cable, must have clear, distinctive, and
permanent markings on the outer surface throughout its length. The markings must include the
manufacturer's name or trademark, insulation type letter designation, conductor size, voltage, and
temperature rating, and for cables, it must also include number of conductors.
86-2.08A Conductor Identification
Conductor insulation must be a solid color with a permanent stripe as specified below. The
solid color must be homogeneous through the full depth of insulation. Identification stripe must
be continuous throughout the length of conductor. For conductor sizes No. 2 and larger, the
insulation may be black and the ends of the conductors must be taped for a minimum length of
20 inches with electrical insulating tape of the required color.
Wire Size Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 266
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Conductor Identification
Identification
Insulation Color'
Circuit Signal Phase or Function Base Stripea Band Symbolsf Size
2,6 Red, Yel, Brn Blk 2,6 14
4,8 Red, Yel, Brn Ora 4,8 14
Vehicle 1,5 Red, Yel, Brn None 1,5 14
Signalsa.b.d 3,7 Red, Yel, Brn Pur 3,7 14
Ramp Meter 1 Red, Yel, Bm None NBR 14
Ramp Meter 2 Red, Yel, Brn Blk NBR 14
2 6 Red, Brn Blk 2 6 14
Pedestrian 4 8 Red, Brn Ora 4p,8p 14
Signalsd 1 5 Red, Brn None lp,5p 14
3 7 Red, Bm Pur 3p,7p 14
2 6 Blu Blk P-2,P-6 14
Pedestrian Push 4 8 Blu Ora P-4,P-8 14
Buttonsd 1 5 Blu None P-1,P-5 14
3 7 Blu Pur P-3,P-7 14
Traffic Signal
C
ll Ungrounded Circuit
Conductor
Blk
None
CON-1
|1013|
ontro
er
Cabinet Grounded Circuit
Conductor
Wht
None
CON-2
|1013|
Highway Ungrounded-Line 1 Blk None NBR 14
Lighting Pull Ungrounded-Line 2 Red None NBR 14
Box to
Luminaire
Grounded
Wht
None
NBR
14
Multiple Ungrounded-Line I Blk None ML1 10
Highway
Lighting
Ungrounded-Line 2
Red
None
ML2
10
Li
h
i Ungrounded to PEU Blk None Cl 14
g
ng
t
Control Switching leg from PEU
unit or SM transformer
Red
None
C2
14
Multiple Ungrounded-Line 1
Signals)
Blk
None
NBRe
|1013|
Service Ungrounded-Line 2
Lighting)
Red'
None
NBRe
|1013|
Si
Li
h
i
h Ungrounded-Line 1 Blk None SL-1 10
gn
g
ng
t Ungrounded-Line 2 Red None SL-2 10
Flashing
Beacons' Ungrounded between
Flasher and Beacons
Red or Yel
None
F-Loc.'
14
Pedestrian Push Buttons Wht Blk NBR 14
Signals and Multiple
Lighting
Wht
None
NBR
10
Grounded and
Common Flashing Beacons and
Sign Lighting
Wht
None
NBR
12
Lighting Control Wht None C-3 14
Multiple Service Wht None NBR 14
Railroad
Preemption
Bik
None
R
14
Spares Blk None NBR 14
Book One- State Route 68 at San Benancio Road Intersection Improvements 267
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????NBR No Band Required PEU=Photoelectric unit
On overlaps, insulation is striped for 1st phase in designation. e.g., phase 2+3) conductor is striped as for
phase 2.
Band for overlap and special phases as required.
Flashing beacons having separate service do not require banding.
dThese requirements do not apply to signal cable.
ejS" if circuit is switched on line side of service equipment by utility.
Band conductors in each pull box and near ends of termination points. On signal light circuits, a single
band may be placed around 2 or 3 ungrounded conductors comprising a phase.
6Ungrounded conductors between service switch and flasher mechanism must be black and banded.
hConductors between ballasts and sign lighting lamps must be No. 16 and color must correspond to the
ballast leads.
Black acceptable for size No. 2 and larger. Tape ends for 20 inches with indicated color.
Color Code: Yel-Yellow, Brn-Brown, Blu-Blue, Blk-Black, Wht-White, Ora-Orange, Pur-Purple.
86-2.08B Multiple Circuit Conductors
Conductor for multiple circuit must be UL or ETL listed and rated for 600 V(ac) operation.
Insulation for No. 14 to No. 4 conductors must be one of the following:
1. Type TW PVC as specified in ASTM D 2219
2. Type THW PVC
3. Type USE, RHH, or RHW cross-linked polyethylene
Minimum insulation thickness must comply with the following:
Insulation Thickness
Insulation Type Conductor Size T Insulation Thickness
mils)
RHW
USE
RHH No. 14 to No. 10 39
or
No. 8 to No. 2 51
No. 14 to No. 10 27
THW or TW No. 8 40
No. 6 to No. 2 54
Insulation for No. 2 and larger conductor must be one of the types listed above or Type
THWN.
Conductor for wiring wall and soffit luminaire must be stranded copper with insulation rated
for use at temperatures up to 125 C.
86-2.08C Signal Cable
Signal cable, except for the 28-conductor type, must:
1. Not be spliced
2. Be marked in each pull box with the signal standard information it is connecting to
Signal cable must comply with the following:
1. Cable jacket must be:
1.1. Black polyethylene with an inner polyester binder sheath
1.2. Rated for 600 V(ac) and 75 C
2. Filler material, if used, must be polyethylene material.
Book One- State Route 68 at San Benancio Road Intersection Improvements 268
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????3. Conductor must be solid copper with Type THWN insulation as specified in Section 86-
2.08, Conductors and Cables," and ASTM B 286. The minimum thickness of Type
THWN insulation must be 12 mils for conductor sizes No. 14 to No. 12 and 16 mils for
conductor size No. 10. The minimum thickness of nylon jacket must be 4 mils.
Cable Jacket Maximum
Thickness Nominal
Conductor mils) Outside
Cable Quantity and Average Minimum Diameter
Type a Type inch) Conductor Color Code Remarks
blue/black, blue/orange, Use for pedestrian push
3CSC 3 No. 14 44 36 0.40 white/black stripe buttons and spare
red, yellow, brown,
5CSC 5 No. 14 44 36 0.50 black, white
No. 12 white
No. 14 red, yellow,
brown, black, and
red/black, yellow/black,
8 No. 14 brown/black,
9CSC 1 No. 12 60 48 0.65 white/black stripe
No. 12 white
No. 14 see" 12CSC Use for vehicle signals,
Color Code and pedestrian signals,
11 No. 14 Functional Connection" spares, and signal
12CSC 1 No. 12 60 48 0.80 table common
Keep signal commons
in each cable separate
except at the signal
controller. Label each
No. 10 white cable as Cl" or C2" in
No. 14 see 28CSC pull box. Use Cl" for
Color Code and signal phases 1, 2, 3,
27 No. 14 Functional Connection" and 4. Use C2" for
28CSC 1 No. 10 80 64 0.90 table phases 5, 6, 7, and 8.
Conductor signal cable description starts with the number of conductors, followed by CSC".
e.g., a signal cable with 3 conductors is labeled 3CSC.")
12CSC Color Code and Functional Connection
Color Code Termination Phase
Red Vehicle signal red 2, 4, 6, or 8
Yellow Vehicle signal yellow 2, 4, 6, or 8
Brown Vehicle signal green 2, 4, 6, or 8
Red/black stripe Vehicle signal red 1, 3, 5, or 7
Yellow/black stripe Vehicle signal yellow 1, 3, 5, or 7
Brown/black stripe Vehicle signal green 1, 3, 5, or 7
Black/red stripe Spare, or use as required for red or DONT WALK
Black/white stripe Spare, or use as required for yellow
Black Spare, or use as required for green or WALK
Red/white stripe Ped signal DONT WALK
Brown/white stripe Ped signal WALK
Conductor Signal Cable Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 269
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????28CSC Color Code and Functional Connection
Color Code Termination Phase
Red/black stripe Vehicle signal red 2 or 6
Yellow/black stripe Vehicle signal yellow 2 or 6
Browniblack stripe Vehicle signal green 2 or 6
Red/orange stripe Vehicle signal red 4 or 8
Yellow/orange stripe Vehicle signal yellow 4 or 8
Brown/orange stripe Vehicle signal green 4 or 8
Red/silver stripe Vehicle signal red 1 or 5
Yellow/silver stripe Vehicle signal yellow 1 or 5
Brown/silver stripe Vehicle signal green 1 or 5
Red/ le stripe Vehicle signal red 3 or 7
Yellow/purple stripe Vehicle signal yellow 3 or 7
Brown/purple stripe Vehicle signal green 3 or 7
Red/2 black stripes Ped signal DONT WALK 2 or 6
Brown/2 black stripes Ped signal WALK 2 or 6
Red/2 orange stripes Ped signal DONT WALK 4 or 8
Brown/2 orange stripes Ped signal WALK 4 or 8
Red/2 silver stripes Overlap A, C red OLA, OLC
Brown/2 silver stripes Overlap A, C green OLA, OLC
Red/2 purple stripes Overlap B, D red OLB, OLD
Brown/2 purple stripes Overlap B, D green OLB, OLD
Blue/black stripe Ped push button 2 or 6
Blue/orange stripe Ped push button 4 or 8
Blue/silver stripe Overlap A, C yellow OLA(y), OLC(y)
Blue/purple stripe Overlap B, D yellow OLB(y), OLD( y)
White/black stripe Ped push button common
Black/red stripe Railroad preemption
Black Spare
86-2.08D Signal Interconnect Cable SIC)
Signal interconnect cable must be a 3-pair or 6-pair type with stranded tinned copper No. 20
conductors. Each conductor insulation must be 13 mils minimum nominal thickness, color-
coded, polypropylene material. Conductors must be in twisted pairs. Color coding distinguishes
each pair. Each pair must be wrapped with an aluminum polyester shield and must have a No.
22 or larger stranded tinned copper drain wire inside the shielded pair.
Cable jacket must be black, high density polyethylene, rated for a minimum of 300 V(ac) and
60 C, and must have a minimum nominal wall thickness of 40 mils. Cable jacket or moisture-
resistant tape directly under the outer jacket must be marked as specified in Section 86-2.08.
You must have a minimum of 6 feet of slack at each controller cabinet. Splicing is allowed
only if shown on the plans.
Insulate conductor splice with heat-shrink tubing and overlap at least 0.6 inch. Cover overall
cable splice with heat-shrink tubing and overlap the cable jacket at least 1-1/2 inch.
86-2.09 WIRING
Run conductors in conduit, except for overhead and temporary installations and where
conductors are run inside poles.
Solder by hot iron, pouring, or dipping method, connectors and terminal lugs for conductor
sizes No. 8 and smaller. Do not perform open-flame soldering.
86-2.09A Circuitry
Do not run traffic signal indication conductors to a terminal block on a standard unless
connected to a mounted signal head.
Book One- State Route 68 at San Benancio Road Intersection Improvements 270
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Use only 1 conductor to connect to each terminal of a pedestrian push button.
The common for pedestrian push button circuit must be separate from traffic signal circuit
grounded conductor.
86-2.09B Installation
Use a UL- or ETL-listed inert lubricant for placing conductors in conduit.
Pull conductors into conduit by hand using pull tape specified in Section 86-2.05C,
Installation." Do not use winches or other power-actuated pulling equipment.
If adding new conductors or removing existing conductors, remove all conductors, clean
conduit as specified in Section 86-2.05C, Installation," and pull all conductors in conduit as 1
unit.
If traffic signal conductors are run in lighting standard containing street lighting conductors
from a different service point, you must encase the traffic signal conductors or the lighting
conductors with a flexible or rigid metal conduit for a length until the 2 types of conductors are
no longer in the same raceway.
If less than 10 feet above grade, enclose temporary conductors in flexible or rigid metal
conduit.
Leave slack for each conductor as follows:
Location Slack
feet)
Signal standard 1
Lighting standard 1
Signal and lighting standard 1
Pull box 3
Splice 3
Standards with slip base 0
After conductors are installed, seal ends of conduits with an approved sealing compound.
To form a watertight seal, tape ends of spare conductors and conductors ending in pull boxes.
Conductors and cables inside fixture or cabinet must be neatly arranged and tied together by
function with self-clinching nylon cable ties or enclosed in plastic tubing or raceway.
Identify conductors for:
1. Signal overlap phase as specified for vehicle signals in the table titled Conductor
Identification."
2. Metered and unmetered conductors occupying the same pull box. Identify unmetered
circuit conductors with UNMETERED-STREET LTG," or UNMETERED-COUNT
STATION."
Permanently identify conductors by function. Place identification on each conductor, or each
group of conductors forming a signal phase, at each pull box and near the end of conductors.
Label, tag, or band conductors by mechanical methods. Identification must not move along
the conductors.
86-2.09C Connectors and Terminals
Connectors and terminals must be UL- or ETL-listed crimp type. Use manufacturer-
recommended tool for connectors and terminals to join conductors. Comply with MIL-T-7928.
Terminate stranded conductors smaller than No. 14 in crimp style terminal lugs.
Conductor Slack Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 271
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????86-2.09D Splicing and Terminations
Splices are allowed for:
1. Grounded conductors in pull box.
2. Pedestrian push button conductors in pull box.
3. Conductors in pull box adjacent to each electrolier or luminaire.
4. Ungrounded traffic signal conductors in pull box, if traffic signals are modified.
5. Ungrounded traffic signal conductors to a terminal compartment or signal head on a
standard with conductors of the same phase in the pull box adjacent to the standard.
6. Ungrounded lighting circuit conductors in pull box, if lighting circuits are modified.
86-2.09E Splice Insulation
Splice must function under continuous submersion in water.
Multi-conductor cable must be spliced and insulated to form a watertight joint and to prevent
moisture absorption by the cable.
Low-voltage tape must be:
1. UL or ETL listed
2. Self-fusing, oil and flame-resistant, synthetic rubber
3. PVC, pressure-sensitive adhesive of 6 mils minimum thickness
Insulating pad must be a combination of an 80-mils thick electrical grade PVC laminate and
a 120-mils thick butyl splicing compound with removable liner.
Heat-shrink tubing must comply with the following:
1. Be medium or heavy wall thickness, irradiated polyolefin tubing with an adhesive mastic
inner wall.
2. Before contraction, minimum wall thickness must be 40 mils.
3. Heating must be as recommended by the manufacturer. Do not perform open-flame
heating.
4. When heated, the inner wall must melt and fill crevices and interstices of the covered
object and the outer wall must shrink to form a waterproof insulation.
5. After contraction, each end of the heat-shrink tubing or the open end of end cap of heat-
shrink tubing must overlap the conductor insulation at least 1-1/2 inches. Coat ends and
seams with electrical insulation coating.
6. Comply with requirements for extruded insulated tubing at 600 V(ac) in UL Standard
468D and ANSI C119.1, and the following requirements:
Shrinkage Ratio 33 percent, maximum, of supplied diameter when
heated to 125 C and allowed to cool to 25 C
Dielectric Strength 350 kV per inch, minimum
Resistivity 25's S per inch, minimum
Tensile Strength 2,000 psi, minimum
Operating Temperature 40 C to 90 C 135 C in emergency)
Water Absorption 0.5 percent, maximum
7. If 3 or more conductors are to be enclosed in 1 splice, place mastic around each
conductor before placing inside tubing. Use mastic type recommended by heat-shrink
tubing manufacturer.
Heat-Shrink Tubing Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 272
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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CONSIDER-U012
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A-U012
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68-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
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FERNANDEZV-U10
7/19/2010-U011
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EQUIVALENT-U012
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MORE-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????You may use Method B" as an alternative method for splice insulation. Use at least 2
thicknesses of electrical insulating pad. Apply pad to splice as recommended by manufacturer.
86-2.095 FUSED SPLICE CONNECTORS
Install a fused disconnect splice connector in each ungrounded conductor, between the line
and the ballast, in the pull box adjacent to each luminaire. Connector must be accessible in the
pull box.
For 240 and 480 V(ac) circuits, each connector must simultaneously disconnect both
ungrounded conductors. Connector must not have exposed metal parts, except for the head of
stainless steel assembly screw. Recess head of stainless steel assembly screw a minimum of 1/32
inch below top of plastic boss that surrounds the head.
Splice connector must protect fuse from water or weather damage. Contact between fuse and
fuseholder must be spring loaded. Splice connector terminals must be:
1. Rigidly crimped, using a tool recommended by manufacturer of fused splice connector,
onto ungrounded conductors
2. Insulated
3. Watertight
Fuses must be standard midget ferrule type, with Non-Time-Delay" feature, and 13/32" x 1-
1/2".
86-2.10 BONDING AND GROUNDING
Secure all metallic components, mechanically and electrically, to form a continuous system
that is effectively grounded.
Bonding jumper must be copper wire or copper braid of the same cross sectional area as a
No. 8 or larger to match the load. Equipment grounding conductors must be color coded as
specified in NEC or be bare.
Attach bonding jumper to standard as follows:
Standard type Requirements
Standard with handhole Use UL-listed lug and 3/16-inch diameter or larger brass or
and traffic pull box lid bronze bolt. Run jumper to conduit or bonding wire in
cover adjacent pull box. Grounding jumper must be visible after the
standard is installed and mortar pad is placed on foundation.
Standard without Use UL-listed ground clamp on each anchor bolt.
handhole
Slip-base standard Use UL-listed ground clamp on each anchor bolt or attach UL-
listed lug to bottom slip-base plate with 3/16-inch diameter or
larger brass or bronze bolt.
Ground one side of secondary circuit of step-down transformer.
Ground metal conduit, service equipment, and grounded conductor at service point as
specified by NEC and service utility, except grounding electrode conductor must be No. 6 or
larger.
Equipment bonding and grounding conductors are required in conduit. Run a No. 8
minimum bare copper wire continuously in conduit system. The bonding wire must be sized as
specified in the NEC.
Ground electrode must be:
1. 1 piece
Bonding Jumper Attachment
Book One- State Route 68 at San Benancio Road Intersection Improvements 273
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????2. 10-foot minimum length of one of the following:
2.1. Galvanized steel rod or pipe not less than 3/4 inch in diameter
2.2. Copper clad steel rod not less than 5/8 inch in diameter
3. Installed as specified in NEC
4. Bonded to service equipment using one of the following:
4.1. Ground clamp
4.2. Exothermic weld
4.3. No. 6 or larger copper conductor
On wood pole, metallic equipment mounted less than 8 feet above ground surface must be
grounded.
Bond metallic conduit in non-metallic pull box using bonding bushing or bonding jumper.
Bond metallic conduit in metal pull box using bonding bushings and bonding jumpers
connected to bonding wire running in the conduit system.
86-2.11 SERVICE
Electrical service installation and materials must comply with service utility requirements.
If service equipment is to be installed on utility-owned pole, you must furnish and install
conduit, conductors, and other necessary material to complete service installation. Service utility
will decide riser and equipment position.
Install service equipment early on to allow service utility to schedule its work before project
completion.
Furnish each service with a circuit breaker that simultaneously disconnects all ungrounded
service entrance conductors.
Circuit breakers must:
1. Be quick-break on either automatic or manual operation.
2. Have operating mechanism that is enclosed and trip-free from operating handle on
overload.
3. Be trip indicating.
4. Have frame size plainly marked.
5. Have trip rating clearly marked on operating handle.
6. Have overload tripping of breakers not influenced by ambient temperature range of
18 C to 50 C.
7. Be internal trip type.
8. Be UL or ETL listed and comply with UL 489 or equal.
9. Have minimum interrupting capacity of 10,000 A, rms, if used as service disconnect.
Service equipment enclosure must be a NEMA 3R enclosure with dead-front panel and a
hasp with a 7/16-inch hole for a padlock. Enclosure must be field marked as specified in the
NEC to warn qualified persons of potential electric arc flash hazards.
Service equipment enclosure, except Types II and III, must be galvanized or have a factory-
applied rust-resistant prime coat and finish coat.
Types II and III service equipment enclosures must be manufactured from one of the
following:
1. Galvanized sheet steel
Book One- State Route 68 at San Benancio Road Intersection Improvements 274
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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PROGRAM-U012
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ROAD-U012
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AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????2. Sheet steel plated with zinc or cadmium after manufacturing
3. Aluminum
Manufacture service equipment enclosure as specified in Section 86-3.04A, Cabinet
Construction." Overlapping exterior seams and doors must comply with requirements for
NEMA 3R enclosures in the NEMA Enclosure Standards.
If an alternative design is proposed for Type II or III service equipment enclosure, submit
plans and shop drawings to the Engineer for approval before manufacturing.
Except for falsework lighting and power for your activities, when you submit a written
request, the Engineer will arrange:
1. With the service utility to complete service connections for permanent installations and
the Department will pay all costs and fees required by the service utility. Submit request
at least 15 days before service connections are required.
2. For furnishing electrical energy. Energy used before contract completion will be charged
to you, except cost of energy used for public benefit as ordered by the Engineer will be
paid by the Department or local authorities.
Full compensation for furnishing and installing State-owned or permanent service poles,
service equipment, conduit, conductors, and pull boxes, including equipment, conduit, and
conductors placed on utility-owned poles, is included in the contract item of electrical work
involved and no additional compensation will be allowed therefor.
If the service point is indeterminate and is shown on the plans as approximate location" or
service point not yet established," the labor and materials required for making the connection
between the service point, when established, and the nearest pull box shown on the plans will be
paid for as extra work as specified in Section 4-1.03D, Extra Work."
86-2.12 WOOD POLES
Wood poles must comply with the following:
1. Class 5 or larger as specified in ANSI 0 5.1
2. Less than 180-degree twist in grain over the full length
3. 4-inch or less sweep
4. Beveled top
5. Placed in ground at least 6 feet
6. Length must be:
6.1. 25 feet for service pole
6.2. 35 feet for other
After each pole is set in ground, backfill space around pole with selected earth or sand, free
of rocks and other deleterious material, placed in 4-inch thick layers. Moisten each layer and
thoroughly compact.
Manufacture mast arm from standard pipe, free from burrs. Each mast arm must have an
insulated wire inlet and wood pole mounting brackets for mast arm and tie-rod cross arm.
Manufacture tie rod from structural steel and pipe.
Mount mast arm for luminaire to provide a 34-foot mounting height for a 200 W high
pressure sodium luminaire and 40-foot mounting height for 310 W high pressure sodium
luminaire. Traffic signals and flashing beacons on mast arm must provide a minimum vertical
clearance of 17 feet from bottom of equipment to pavement.
Book One- State Route 68 at San Benancio Road Intersection Improvements 275
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????After manufacturing, pressure-treat pole as specified in Section 58, Preservative Treatment
of Lumber, Timber and Piling," and AWPA Use Category System: UC4B, Commodity
Specification D.
If specified, treat pole with waterborne wood preservative.
86-2.13 LIGHTING AND SIGN ILLUMINATION CONTROL
Enclosure for the circuit breaker for lighting and sign illumination control must:
1. Be NEMA 3R
2. Be galvanized, cadmium plated, or powder-coated
3. Include dead front panel and a hasp with a 7/16 inch diameter hole for padlock
86-2.14 TESTING
86-2.14A Materials Testing
Deliver material and equipment to be tested to either the Transportation Laboratory or a
testing location ordered by the Engineer.
Allow 30 days for acceptance testing from the time material or equipment is delivered to test
site. You must pay for all shipping, handling, and related transportation costs associated with
testing. If equipment is rejected, you must allow 30 days for retesting. Retesting period starts
when corrected equipment is delivered to test site. You must pay for all retesting costs. Delays
resulting from submittal of non-compliant materials do not relieve you from executing the
contract within the allotted time.
If equipment submitted for testing does not comply with specifications, remove the
equipment within 5 business days after notification that the equipment is rejected. If equipment
is not removed within that period, it may be shipped to you at your expense.
When testing is complete, you will be notified. You must pick up the equipment at the test
site and deliver it to the job site.
Testing and quality control procedures for all other traffic signal controller assemblies must
comply with NEMA TS Standards for Traffic Control Systems.
86-2.14B Field Testing
Before starting functional testing, perform the following tests in the presence of the Engineer:
86-2.14B(1) Continuity
Test each circuit for continuity.
86-2.14B(2) Ground
Test each circuit for grounds.
86-2.14B(3) Insulation Resistance
Perform insulation resistance test at 500 V(dc) on each circuit between the circuit and a
ground. Insulation resistance must be 10 MS2 minimum on all circuits, except for inductive loop
detector circuits that must have an insulation resistance value at least 100 MS2.
86-2.14C Functional Testing
Test periods must comply with Section 86-1.07, Scheduling of Work."
Acceptance of new or modified traffic signal will be made only after all traffic signal circuits
have been thoroughly tested.
Book One- State Route 68 at San Benancio Road Intersection Improvements 276
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
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A-U012
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PROGRAM-U012
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NO.-U012
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05-0H8220,-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
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8/4/2010-U04
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15366-U05
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CONDUCT-U07
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TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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A-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Perform functional test to show that each part of the system functions as specified.
Functional test for each new or modified system must include at least 5 business days of
continuous, satisfactory operation. If unsatisfactory performance of the system occurs, the
condition must be corrected and the system retested until the 5 business days of continuous,
satisfactory operation is obtained.
Except for new or modified parts of existing lighting circuit and sign illumination system, the
State or local agency will maintain the system during test period and pay the electrical energy
cost. Except for electrical energy, you must pay the cost of necessary maintenance performed by
the State or local agency on new circuits or on the portions of existing circuits modified under
the contract.
Shutdown of electrical system caused by traffic from a power interruption or from
unsatisfactory performance of State-furnished materials does not constitute discontinuity of the
functional test.
86-2.15 GALVANIZING
Galvanize as specified in Section 75-1.05, Galvanizing." Cabinet material may be
galvanized before manufacturing as specified in ASTM A 653/653M, Coating Designation G 90.
Steel pipe standard and pipe mast arm must be hot-dip galvanized after manufacturing and
must comply with Section 75-1.05, Galvanizing." Remove spikes from galvanized surfaces.
A minimum of 10 inches of upper end of anchor bolts, anchor bars or studs, and nuts and
washers must be galvanized as specified in Section 75-1.05, Galvanizing."
After galvanizing, bolt threads must accept galvanized standard nuts without requiring tools
or causing removal of protective coatings.
Galvanizing existing materials in an electrical installation will not be required.
86-2.16 PAINTING
Paint electrical equipment and material as specified in Section 59, Painting," and the
following:
1. Use paint material specified in Section 91, Paint."
2. Factory or shop cleaning methods for metals are acceptable if equal to the methods
specified.
3. Instead of temperature and seasonal restrictions for painting as specified in Section 59,
Painting," paint may be applied to equipment and materials for electrical installations if
ordered by the Engineer.
4. Ungalvanized ferrous surface to be painted must be cleaned before applying prime coat.
Blast cleaning is not required.
5. If an approved prime coat is applied by manufacturer, and in good condition, the 1st
primer application is not required.
6. Existing equipment to be painted in the field, including State-furnished equipment, must
be washed with a stiff bristle brush using a solution of water containing 2 tablespoons of
heavy duty detergent powder per gallon. After rinsing, surface must be wire-brushed
with a coarse, cup-shaped, power-driven brush to remove badly bonded paint, rust, scale,
corrosion, grease, or dirt. Dust or residue remaining after wire brushing must be removed
before priming.
7. Do not paint galvanized metal guard post, galvanized equipment, State-furnished
controller cabinet, and wood poles for traffic signal or flashing beacon.
8. New galvanized metal surface to be painted in the field must be cleaned as specified for
existing equipment before applying the prime coat. Do not wire brush new galvanized
surface.
Book One- State Route 68 at San Benancio Road Intersection Improvements 277
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
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FINDINGS-U012
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NO.-U012
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05-0H8220,-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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REPORTING-U07
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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B.-U012
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ON-U012
JANUARY-U012
17,-U012
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JANUARY-U012
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40453-U01
BOOK-U02
ONE-U02
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7/19/2010-U011
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INTERSECTION-U012
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BY-U012
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A-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????9. After erection, examine exterior surface for damaged primer, clean, and spot coat with
primer.
10. Paint Types II and III steel service equipment enclosures with a polymeric or an enamel
coating system matching Color No. 14672, light green, of Federal Standard 595B.
Coating must be commercially smooth and free of flow lines, paint washout, streaks,
blisters, and other defects that would impair serviceability or detract from general
appearance. Coating must comply with the following:
10.1. Coating hardness Finish must have pencil lead hardness of HB, minimum, using
an Eagle Turquoise pencil.
10.2. Salt spray resistance Undercutting coating system's film must not exceed 1/8-inch
average, from lines scored diagonally and deep enough to expose the base metal,
after 336 hours of exposure in a salt spray cabinet complying with ASTM B 117.
10.3. Adherence Must not have coating loss when tested as specified in California Test
645. Perform testing by applying coating to 4" x 8" x 0.024" test specimens of the
same material as the cabinet, using the same application method.
11. Finish interior of metal signal visor, louver, and front face of back plates with 2
applications of lusterless black exterior grade latex paint formulated for application to
properly prepared metal surface. Good condition factory finish will be acceptable.
12. Finish metal signal section, signal head mounting, brackets and fittings, outside of visor,
pedestrian push button housing, pedestrian signal section and visor, and back face of back
plate with 2 applications of lusterless black or dark olive green exterior grade latex paint
formulated for application to properly prepared metal surface. Match dark olive green
color to Color Chip No. 68 filed at the Transportation Laboratory.
13. Prepare and finish conduit and conduit fitting above ground the same as adjacent standard
or post.
14. Relocated, reset or modified equipment previously finished as specified in this section,
except for previously-finished galvanized standard with traffic signal yellow enamel,
must be given a spot finishing application on newly primed areas and 1 finishing
application over the entire surface. If signal face or mounting brackets are required to be
painted under this section, all signal faces and mounting brackets on the same mounting
must be repainted.
15. Small rusted or repaired areas of relocated or reset galvanized equipment must be cleaned
and painted as specified in Section 75-1.05, Galvanizing," for repairing damaged
galvanized surfaces.
16. Stencil equipment number neatly on the standard or adjacent structure. Obtain number
from the Engineer.
17. Perform painting neatly. The Engineer reserves the right to require use of brushes if the
work performed by paint spraying machine is unsatisfactory.
86-3 CONTROLLER ASSEMBLIES
86-3.01 CONTROLLER ASSEMBLIES
A controller assembly houses a complete mechanism for controlling the operation of traffic
signals or other systems.
Model 170 and Model 2070, specified as a Model 170/2070 controller assembly, includes a
Model 170, 170E or 2070 controller unit, a wired cabinet, and all auxiliary equipment required to
control the system.
Book One- State Route 68 at San Benancio Road Intersection Improvements 278
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????86-3.02 BLANK)
86-3.03 BLANK)
86-3.04 CONTROLLER CABINETS
Controller cabinets for controller assemblies other than Model 170/2070 must comply with
the following:
86-3.04A Cabinet Construction
Cabinet must be rainproof and the top crowned 1/2 inch or slanted toward the back to prevent
standing water.
Cabinet and door must be manufactured from one of the following:
1. 0.073-inch minimum thickness cold-rolled steel with continuously-welded exterior seams
2. 0.073-inch minimum thickness stainless steel with overlapping exterior seams complying
with Type 4 enclosures of the NEMA Enclosure Standards
3. 0.125-inch minimum thickness aluminum with continuously-welded exterior seams
Exterior welds must be ground smooth and edges filed to a radius of at least 0.03 inch.
Cabinet manufactured from cold-rolled steel must comply with Section 86-2.16, Painting,"
and the following:
1. Cabinet manufactured from cold-rolled steel must be finished with a polymeric or an
enamel coating system conforming to Color No. 14672 of Federal Standard 595B.
2. Cabinet must not have coating loss when 2 test specimens, 4" x 8", of the same material
and coating as the cabinet are tested. Two 9-inch-diagonal scratches exposing bare metal
will be made on a specimen. Soak specimen in demineralized water for 192 hours.
Tightly affix a 1-inch wide strip of masking tape to the surface and remove with one
quick motion. Specimen showing evidence of blistering, softening, or peeling of paint or
coating from the base metal will be rejected. Testing must comply with California Test
645, except passing 180 Degree Bend Test is not required.
3. Metal must be prepared by the 3-step, iron phosphate conversion coating bonderizing
technique.
4. Inside walls, doors, and ceiling of the housing must be the same as the outside finish.
Cabinet manufactured from stainless steel must comply with the following:
1. Use annealed or quarter-hard stainless steel that complies with ASTM A 666 for Type
304, Grades A or B.
2. Use gas tungsten arc welding GTAW) process with bare stainless steel welding
electrodes. Electrodes must comply with AWS A5.9 for ER308 chromium-nickel bare
arc welding electrodes.
3. Procedures, welder, and welding operator must comply with requirements and practices
recommended in AWS C5.5.
4. Ground or brush exposed, exterior surfaces of stainless steel cabinet to a 25 to 50-
microinch finish using iron-free abrasives or stainless steel brushes.
5. After grinding or brushing, cabinet must not show rust discoloration when:
5.1. Exposed for 48 hours in a salt spray cabinet as specified in ASTM B 117
Book One- State Route 68 at San Benancio Road Intersection Improvements 279
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
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OF-U012
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SIGN-U012
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E.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?? ??5.2. Exposed 24 hours in a tap water spray cabinet with the water temperature between
38 C and 45 C
6. After the test, cabinet showing rust discoloration anywhere on its surface will be rejected.
Rejected cabinets may be cleaned, passivated, and resubmitted for testing.
Cabinet manufactured from aluminum sheet must comply with ASTM B 209 or B 209M for
5052-H32 aluminum sheet, and the following:
1. Use gas metal arc welding GMAW) process with bare aluminum welding electrodes.
Electrodes must comply with AWS A5.10 for ER5356 aluminum alloy bare welding
electrodes.
2. Procedures, welder, and welding operator for welding must comply with requirements in
AWS B3.0, Welding Procedure and Performance Qualification," and to practices
recommended in AWS C5.6.
3. Surface finish of each aluminum cabinet must comply with MIL-A-8625 for a Type II,
Class I coating, except anodic coating must have a minimum thickness of 0.0007 inch
and a minimum coating weight of 0.001 ounce per square inch. The anodic coating must
be sealed in a 5 percent aqueous solution of nickel acetate, pH 5.0 to 6.5, for 15 minutes
at 97 C. Before applying anodic coating, clean and etch cabinets using the steps below:
3.1. Clean by immersing into inhibited alkaline cleaner, Oakite 61A, Diversey 909, or
equal, 6 to 8 ounces per gallon at 71 C for 5 minutes.
3.2. Rinse in cold water.
3.3. Etch in solution of 1-1/2 ounce of sodium fluoride and 4 to 6 ounces of sodium
hydroxide per gallon of distilled water at 60 C to 65 C for 5 minutes.
3.4. Rinse in cold water.
3.5. Immerse in 50 percent by volume nitric acid solution at room temperature for 2
minutes.
3.6. Rinse in cold water.
Cabinet must have:
1. Single front door with:
1.1. 44-inch maximum door width.
1.2. Lock, when closed and latched, that is locked.
1.3. Police panel mounted on door, equipped with a keyed lock and 2 police keys. Each
police key must have a shaft at least 1-3/4 inch in length.
2. Dust-tight gasketing on all door openings, permanently bonded to the metal. Mating
3. surface of the gasketing must be covered with silicone lubricant to prevent sticking.
Handle that:
3.1. Allows padlocking in closed position
3.2. Has a minimum length of 7 inches
3.3. Has a 5/8-inch, minimum, steel shank
3.4. Is manufactured of cast aluminum, or zinc-plated or cadmium-plated steel
4. Cabinet door frame with:
Book One- State Route 68 at San Benancio Road Intersection Improvements 280
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
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SIGN-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??!??4.1. Latching mechanism that:
4.1.1. Holds tension on and forms a firm seal between door gasketing and frame.
4.1.2. Is a 3-point cabinet latch with nylon rollers that have a minimum diameter
of 3/4 inch and equipped with ball bearings.
4.1.3. Has a center catch and a pushrod made of zinc-plated or cadmium-plated
steel. Pushrod must be at least 1/4" x 3/4" and turned edgewise at outer
supports. Cadmium plating must comply with MIL-QQ-416. Zinc plating
must comply with MIL-QQ-325.
4.2. Hinging that:
4.2.1. Has 3-bolt butt hinges, each having a stainless steel fixed pin. Hinges must
be stainless steel or may be aluminum for aluminum cabinet.
4.2.2. Is bolted or welded to the cabinet. Hinge pins and bolts must not be
accessible when door is closed.
4.2.3. Has a catch to hold the door open at 90 degrees and 180 degrees, 10
degrees, if a door is larger than 22 inches in width or 6 square feet in area.
Catch must be at least 3/8-inch diameter, stainless steel plated rod capable
of holding door open at 90 degrees in a 60 mph wind at an angle
perpendicular to the plane of the door.
5. Lock that:
5.1. Is solid brass, 6-pin tumbler, rim type
5.2. Has rectangular, spring-loaded bolts
5.3. Is left hand and rigidly mounted with stainless steel machine screws approximately
2 inches apart
5.4. Extends 1/8 to 3/8 inch beyond the outside surface of door
6. 2 keys that are removable in the locked and unlocked positions.
Submit alternative design details for review and approval before manufacturing cabinet.
Use metal shelves or brackets that will support controller unit and auxiliary equipment.
Machine screws and bolts must not protrude outside the cabinet wall.
86-3.04B Cabinet Ventilation
Each controller cabinet must have:
1. 8 screened, 1/2-inch diameter or larger, raintight vent holes, in lower side or bottom of
cabinet. You may use louvered vents with a permanent metal mesh or 4-ply woven
polypropylene air filter held firmly in place, instead.
2. Electric fan with ball or roller bearings and capacity of at least 100 cubic feet per minute.
Fan must be thermostatically controlled and manually adjustable to turn on between
32 C and 65 C with a differential of not more than 6 C between automatic turn on and
turn off. Fan circuit must be fused at 125 percent of ampacity of installed fan motor.
Fan and cabinet vent holes must be positioned to direct bulk of airflow over controller unit or
through ventilating holes of controller unit.
Book One- State Route 68 at San Benancio Road Intersection Improvements 281
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??"??86-3.04C Cabinet Wiring
Conductors used in controller cabinet wiring must:
1. Be neatly arranged and laced, or enclosed in plastic tubing or raceway.
2. End with properly sized captive or spring-spade terminal or be soldered to a through-
panel solder lug on the back side of the terminal block. Apply crimp-style connector with
proper tool to prevent opening of handle until crimp is completed.
Controller cabinet must have an equipment grounding conductor bus that is grounded to the
cabinet and connected to metal conduit system or other approved ground with a No. 8, or larger,
grounding conductor.
With all cabinet equipment in place and connected, resistance between grounded conductor
terminal bus and equipment grounding conductor bus must be 50 Mu, minimum, when
measured with an applied voltage of 150 V(dc).
If direct current is to be grounded, connect to equipment ground only.
Use two or more terminal blocks for field connection. Install field terminal within 22 inches
from front of cabinet and orient for screwdriver operation. Terminal must be a minimum of 5
inches above foundation.
No more than 3 conductors per terminal are allowed. Two flat metal jumpers, straight or U
shaped, may be placed under terminal screw. At least 2 full threads of terminal screws must be
fully engaged when screw is tightened. Live parts must not extend beyond the barrier.
86-3.05 CABINET ACCESSORIES
86-3.05A Labels
Include permanently printed, engraved, or silk-screened label for equipment and removable
items of equipment.
Labeling must match cabinet wiring diagram. Label for shelf-mounted equipment must be
on shelf face below item. Label for wall-mounted equipment must be below item.
86-3.05B Convenience Receptacle
Mount convenience receptacle in a readily accessible location inside the cabinet.
Convenience receptacle must be a duplex, 3-prong, NEMA 5-15R grounding type outlet that
complies with UL Standard 943.
86-3.05C Surge Arrestor
Surge arrestor must reduce effects of power line voltage transients and have ratings as
follows:
Recurrent peak voltage 184 V(ac)
Energy rating, maximum 20 J
Power dissipation, average 0.85 W
Peak current for pulses less than 7 is 1,250 A
Standby current must be 1 mA or less for 120 V(ac), 60 Hz sinusoidal input.
86-3.05D Terminal Blocks
Terminal block must be rated 600 V(ac), minimum, and have nickel-, silver-, or cadmium-
plated brass binder head screw terminal.
Surge Arrestor Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 282
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??#??Heavy duty terminal block must be rated at 20 A and have 12 position with No. 10 x 5/16-
inch nickel-plated brass binder head screws and nickel-plated brass inserts. Each position must
have 2 screw-type terminals. Terminal block must be barrier type with shorting bars in each of
the 12 positions, and must have integral type marking strips.
Light duty terminal block must be rated at 5 A and have 12 positions with No. 6 x 1/8 inch
binder head screws. Each position must have 1 screw-type terminal.
86-3.06 COMPONENTS
86-3.06A Toggle Switches
Toggle switch must
1. Have poles as required
2. Be rated at 200 percent of circuit current for circuits of 10 A or less and 125 percent of
circuit current for circuits over 10 A
86-3.06B Cartridge Fuses
Install cartridge fuse in panel-mounted fuseholder. Fuse type and rating must be as
recommended by the fuse manufacturer for protecting the load.
86-3.06C Circuit Breakers
Circuit breaker must comply with Section 86-2.11, Service," except breaker must have a
minimum interrupting capacity of 5,000 A, rms.
86-3.06D Connectors
Use connector designed to interconnect various parts of circuit together and constructed for
the application involved. Design connector for positive connection of circuit and easy insertion
and removal of mating contacts. Connector must be permanently keyed to prevent improper
connection of circuit.
Connector, or device plugging into connector, must have positive connection to prevent a
circuit from breaking due to vibration, a pull on connecting cable, or similar disruptive force.
86-3.07 ACCESSORIES
Accessories must comply with the following:
86-3.07A Telephone Bridge
Telephone bridge must comply with the following:
86-3.07A(1) General Description
Dual 5-way active data bridge must include:
1. 4-wire transmission interconnection between a dedicated common port and 4 multiple
ports. Ports must be characterized by a balanced 600 SZ terminating impedance. The
module's active circuit must allow unused multiple ports to be left unterminated without
affecting the transmission response of ports in use.
2. Splitter channel and combiner channel. Connect multiple inputs to a common output in
combiner channel. Connect common input to multiple outputs in splitter channel.
Splitter and combiner must be separate and independent, allowing operation in full-
duplex data transmission applications. Input, output, and line monitor jacks on front
Book One- State Route 68 at San Benancio Road Intersection Improvements 283
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??$??panel of bridge must allow isolated-module, isolated-facility, and cross-bridge
measurement of transmission parameters in both, splitter and combiner channels.
3. Front-panel-accessible potentiometers with continuous adjustment of cross-bridge loss or
gain within 30 to 10 dB and 10 to +10 dB ranges. Select either range for each channel.
Adjusted level must be same for all cross-bridge port combinations so if the splitter-
channel potentiometer is set for +3 dB gain, all common-to-multiple-port paths in the
splitter channel must receive a +3 dB level increase.
4. Input voltage of 22 to 56 V(dc) at a maximum current of 60 mA.
Individually package each dual 5-way active bridge unit in housing. Circuitry must be solid
state, constructed on removable industry standard circuit boards with plug in edge connectors.
Test jack, edge connector, and external plug connector must be made of material suitable for use
in above stated environment without deterioration of electrical connection for useful life of
equipment. Physical size of case must not exceed 225 cubic inches and must be suitable for
mounting to frame of field cabinet. Use mounting holes to attach unit to one side of frame of
relay rack.
Include input and output ports for 5 full duplex telephone circuits with input and output ports
labeled as to function. Level control, or switches and level adjustment potentiometers, and input
and output level test jacks must provide external adjustments without removal of the housing.
86-3.07A(2) Application
Use dual 5-way active data bridge to interconnect 4-wire data modems to a common data
channel or link. At the distant end, terminate common data link into a computer that may time
sequentially poll outlying or remote data terminals. Use bridge for central transmission
arrangement, or hubbing" network, to extend data transmission to outlying terminals.
To expand number of multiple ports of a 4-wire data hubbing network in a tandem bridge
arrangement, directly connect 1 multiple port in each channel of 1st bridge to common port of
the same channel of 2nd bridge to get a 4-wire data bridge with 1 common and 7 multiple ports.
86-3.07A(3) Circuit Description
Combiner channel of dual 5-way active data bridge must have a variable-gain-integrated-
circuit operational amplifier with an input summing circuit. Summing circuit must add
transmission energy from all multiple input ports at low-impedance summing point for input port
isolation. Connect amplifier output to transformer for balanced connection to facility.
Splitter channel must include a transformer-input, variable-gain, integrated-circuit
operational amplifier and power amplifier. Power transformer output must be very low
impedance and drive eight 300 S2 resistors to derive proper impedance at multiple output circuits
and provide isolation between output circuits.
Multiple ports in bridge splitter and combiner channels must be isolated, and balanced by
output transformer and matched precision resistors in each channel.
86-3.07A(4) Electrical Requirements
Comply with following electrical requirements:
Book One- State Route 68 at San Benancio Road Intersection Improvements 284
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??%??Specification Requirement
Slitter channel loss or gain 30 to +10 dB usable range
Combiner channel loss or gain 30 to +10 dB usable range
Maximum output level overload Splitter: +5 dBm
point) Combiner: +12 dBm
Level change with loading 1 dB max, 1 port to all ports loaded
Input port impedance Splitter multiple ports): 600 0
balanced
Combiner common port): 600 0
balanced
Output port impedance Splitter multiple ports): 600 S2
balanced
Combiner common port): 600 S2
balanced
Harmonic distortion Splitter: less than lpercent at +3 dBm
Combiner: less than 1 percent at +8
dBm
Noise 20 dBm max
Frequency response 1 dB re 1,000 Hz level, 300 to 5,000
Hz
Delay distortion Less than 75 s, 400 to 3,000 Hz
Cross port coupling loss crosstalk) Greater than 55 dB
Input power 22 to 56 V(dc), 60 mA max
Operating environment 7 C to 54 C, humidity to 95% no
condensation)
Mounting 1 position
86-3.07A(5) Testing and Troubleshooting
You must have complete testing and troubleshooting instructions, circuit diagrams and
pictorial component location, and identification guides for each unit.
86-4 TRAFFIC SIGNAL FACES AND FITTINGS
86-4.01 VEHICLE SIGNAL FACES
Each vehicle signal face must:
1. Be adjustable and allow for 360-degree rotation about vertical axis
2. Comply with ITE publication ST-017B, Vehicle Traffic Control Signal Heads"
3. Comply with California Test 604, except for arrow and X" faces
4. Have 3 sections arranged vertically: red at top, yellow at center, and green at bottom
5. Be of the same manufacturer and material, if more than 1 is installed at an intersection,
except for programmed visibility type
6. Be sealed with neoprene gasket at top opening
7. Be LED modules
86-4.01A Signal Sections
Each signal section must comply with the following:
1. Maximum height must be 10-1/4 inches for an 8-inch section and 14-3/4 inches for a 12-
inch section.
2. Housing must:
Electrical Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 285
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??&??2.1. Be either die-cast or permanent mold-cast aluminum, or if specified, be structural
plastic.
2.2. Comply with ITE publication ST-017B if die-cast or permanent mold-cast
aluminum is used.
2.3. Have a 1-piece, hinged, square-shaped door designed to allow access for relamping
without the use of tools. Door must be secured to hold the door closed during
loading tests. Module or lens must be watertight and mounted in the door.
3. Hinge pins, door latching devices, and other exposed hardware must be Type 304 or 305
stainless steel. Interior screws and fittings must be stainless steel, or steel with a
corrosion resistant plating or coating.
4. Opening must be placed on top and bottom to receive 1-1/2-inch pipe. The 8-inch and
12-inch sections of an individual manufacturer must be capable of joining to form a
signal face in any combination. This interchangeability is not required between metal
and plastic sections.
5. Gaskets must be made of a material that is not affected if installed in a section with metal
or plastic housing that is continuously operated for 336 hours.
Structural failure is described as follows:
Signal
Section T e Requirements Description of Structural Failure
Metal California Test 666 Fracture within housing assembly or deflection of more than half
the lens diameter of signal section during wind load test
Plastic California Test 605 Fracture within housing assembly or deflection of more than 10
degrees in either the vertical or horizontal plane after wind load has
been removed from front of signal face, or deflection of more than
6 degrees in either the vertical or horizontal plane after wind load
has been removed from back of signal face
86-4.01A(1) Metal Signal Sections
Each metal signal section must have a metal visor. Metal signal faces requiring backplates
must have metal backplates.
86-4.01A(2) Plastic Signal Sections
Housing must be molded in 1 piece, or fabricated from 2 or more pieces and joined into a
single piece. Plastic must have ultraviolet stability, be unaffected by lamp heat, and be self-
extinguishing. Housing and door must be colored throughout and be black, matching Color No.
17038, 27038, or 37038 of Federal Standard 595B.
Each face section must be joined to adjacent section by one of the following:
1. Minimum of 3 machine screws for 8-inch sections and 4 machine screws for 12-inch
sections, installed through holes near front and back of housing. Each screw must be a
No. 10 and have a nut, flat washer, and lock washer.
2. Two machine screws, each with a nut, flat washer, and lock washer, installed through
holes near the front of the housing, and a fastening through the 1-1/2-inch pipe opening.
Fastening must have 2 large flat washers to distribute the load around the pipe opening
and 3 carriage bolts, each with a nut and lock washer. Minimum screw size must be No.
10. Minimum carriage bolt size must be 1/4 inch.
Signal Section Structural Failure
Book One- State Route 68 at San Benancio Road Intersection Improvements 286
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??'??Supporting section of each signal face supported only at top or bottom must have
reinforcement.
Reinforcement plate must be either sheet aluminum, galvanized steel, or cast aluminum.
Each plate must be a minimum of 0.11-inch thick and have a hole concentric with 1-I /2-inch
pipe-mounting hole in the housing. Place reinforcement plate as follows:
Reinforcement Plate Placement
Type of Reinforcement Plate Placement
Sheet aluminum Inside and outside of housing
Galvanized steel Inside of housing
Cast aluminum Outside of housing
Reinforcement plates placed outside of the housing must be finished to match signal housing
color and be designed to allow proper serrated coupling between signal face and mounting
hardware. Minimum of 3 No. 10 machine screws must be installed through holes in each plate
and matching holes in the housing. Each screw must have a round or binder head, a nut, and
lock washer.
If signal face is supported by a Type MAS side attachment slip-fitter inserted between 2
sections, place spacers between the 2 sections. Vertical dimension of spacers must allow proper
seating of serrations between the slip-fitter and the 2 sections. In addition to the fastening
through the large openings in housing, the 2 sections must join with at least 2 machine screws
through holes near the front of housing and the spacers, and through matching holes in a
reinforcing plate installed in housing. Machine screws must be No. 10 minimum size. Spacers
must be made of same material as signal housing.
If reinforcing webs are used to connect back of housing to top, bottom, and sides, reinforcing
plates are not required.
Holes for machine screws must be either cast or drilled during signal section manufacturing.
Surround each hole with a 1/8-inch minimum width boss to allow contact between signal
sections about axis of hole.
Each plastic signal section must have a plastic or metal visor. Plastic signal faces requiring
backplates must have plastic backplates.
Serrated nylon washer must be inserted between each plastic signal section and metal
mounting assembly. Each washer must be between 3/16- and 1/4-inch thick. Serrations must
match those on signal section and mounting assembly.
86-4.01B Visors
Include removable visor with each signal section. Comply with ITE publication ST-017B.
Visors are classified by lens enclosure as full circle, tunnel or cap. Bottom opens for tunnel type
and both, bottom and lower sides open for cap type. Visors must be tunnel type.
Visor must have a downward tilt between 3 and 7 degrees with a length of:
1. 9-1/2-inch minimum for nominal 12-inch round lenses
2. 7 inch for nominal 8-inch round lenses
Metal visor must be formed from 0.050-inch, minimum thickness, aluminum alloy sheet.
Plastic visor must be either formed from sheet plastic or assembled from one or more
injection, rotational, or blow-molded plastic sections. Material must be of a black homogeneous
color with lusterless finish. Sections must be joined using thermal, chemical, or ultrasonic
bonding, or with aluminum rivets and washers permanently colored to match visor.
Book One- State Route 68 at San Benancio Road Intersection Improvements 287
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??(??Secure each visor to its door and prevent removal or permanent deformation when wind load
specified in California Test 605 for plastic visors or 666 for metal visors is applied to its side for
24 hours.
If directional louvers are used, fit louvers snuggly into full-circular signal visors. Outside
cylinder must be constructed of 0.030-inch nominal thickness, or thicker, sheet steel and vanes
must be constructed of 0.016-inch nominal thickness, or thicker, sheet steel, or the cylinder and
vanes must be constructed of 5052-H32 aluminum alloy of equal thickness.
86-4.02 BLANK)
86-4.03 BLANK)
86-4.04 BACKPLATES
Background light must not be visible between backplate and signal face or between sections.
Plastic backplates must be either formed from sheet plastic or assembled from extruded,
molded, or cast sections. Sections must be factory joined using one of the following:
1. Appropriate solvent cement
2. Aluminum rivets and washers painted or permanently colored to match backplate
3. No. 10 machine screws with washers, lock washers, and nuts, painted to match backplate
Backplate material must be of black homogeneous color with a lusterless finish. Secure each
plastic backplate to the plastic signal face in a manner that prevents its removal or permanent
deformation when the wind-load test is applied to either the front or back of signal face.
Permanent deformation of any portion of backplate must not exceed 5 degrees forward or
backward after wind loading is applied for 24 hours.
If plastic backplate requires field assembly, join with at least 4 No. 10 machine screws at
each field-assembled joint. Each machine screw must have an integral or captive flat washer, a
hexagonal head slotted for a standard screwdriver, and either a locking nut or a nut and
lockwasher. Machine screws, nuts, and washers must be stainless steel or steel with a zinc or
black-oxide finish.
If a metal backplate has 2 or more sections, fasten sections with rivets or aluminum bolts
peened after assembly to avoid loosening.
Instead of the screws shown on the plans, you may use self-threading No. 10 steel screws to
fasten plastic backplates to plastic signal face. Each screw must have an integral or captive flat
washer, a hexagonal head slotted for a standard screwdriver, and is stainless steel or steel with a
zinc or black-oxide finish.
86-4.05 PROGRAMMED VISIBILITY VEHICLE SIGNAL FACES
Programmed visibility signal face and its installation must comply with Section 86-4.01,
Vehicle Signal Faces," Section 86-4.04, Backplates," and Section 86-4.08, Signal Mounting
Assemblies."
Each programmed visibility signal section must:
1. Have a nominal 12-inch diameter circular or arrow indication
2. Comply with ITE publication ST-017B for color and arrow configuration
3. Have a cap visor
4. Have an adjustable connection that provides incremental tilting from 0 to 10 degrees
above or below horizontal while maintaining a common vertical axis through couplers
and mountings
Book One- State Route 68 at San Benancio Road Intersection Improvements 288
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??)??Terminal connection must allow external adjustment about the mounting axis in 5-degree
increments.
Signal must be mountable with ordinary tools and capable of servicing without tools. Preset
adjustment at 4 degrees below horizontal.
Visibility of each programmed visibility signal face must be capable of adjustment or
programming, within the face. When programmed, each signal face's indication must be visible
only in those areas or lanes to be controlled, except that during dusk and darkness a faint glow to
each side is allowed.
You must program the head as recommended by the manufacturer.
86-4.06 PEDESTRIAN SIGNAL FACES
Message symbols for pedestrian signal faces must be white WALKING PERSON" and
Portland orange UPRAISED HAND." Comply with ITE Standards: Pedestrian Traffic
Control Signal Indications" and California MUTCD. Each symbol's height must be at least 10
inches and width must be at least 6-1/2 inches.
Luminance of UPRAISED HAND" symbol must be 1,100 foot-lamberts, minimum, and
luminance of WALKING PERSON" symbol must be 1,550 foot-lamberts, minimum, when
tested as specified in California Test 606.
Uniformity ratio of an illuminated symbol must not exceed 4 to 1 between the highest
luminance area and the lowest luminance area.
Luminance difference between a nonilluminated symbol and the background around the
symbol must be less than 30 percent when viewed with the visor and front screen in place and at
a low sun angle.
Each housing, including front screen, must have maximum overall dimensions of 18-1/2-inch
width, 19-inch height, and 11-1/2-inch depth.
All new pedestrian signal faces installed at an intersection must be the same make and type.
86-4.06A Type A
Each Type A pedestrian signal face must include a housing, 1 LED pedestrian signal combo
module and a front screen.
86-4.06B Front Screen
Front screen installation for each Type A signal must comply with one of the following:
1. Install, tilting downward, at an angle of 15?2 degrees out from the top, an aluminum
honeycomb screen with 0.2-inch cells, 3/8-inch thick, or a plastic screen of 3/8-inch
squares, 1/2-inch thick with wall thickness of 1/16-inch. Completely cover message
plate. Include a clear front cover of 1/8-inch minimum thickness acrylic plastic sheet or
1/16-inch minimum thickness polycarbonate plastic. Hold screen and cover firmly in
place with stainless steel or aluminum clips or stainless steel metal screws.
2. Install a 1-1/2-inch deep eggcrate or Z crate type screen of 1/32-inch nominal thickness
polycarbonate. Mount screening in a frame constructed of 0.040-inch minimum
thickness aluminum alloy or polycarbonate. Install screen parallel to face of message
plate and hold in place with stainless steel screws. Visor as specified in Section 86-
4.06D, Visors," is not required.
The Department will test screens in a horizontal position with its edges supported. When a
3-inch diameter, 4-pound steel ball is dropped on the screen from a height of 4 feet above, the
front screen must not fracture, separate at the welds, or compress more than 1/8-inch. When
Book One- State Route 68 at San Benancio Road Intersection Improvements 289
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??*??pedestrian housing is used to support front screen during test, remove message plate from
pedestrian signal housing, so there is no back support for the screen.
Screen and frame must be one of the following:
1. Manufactured from aluminum anodized flat black
2. Finished with lusterless black exterior grade latex paint formulated for application to
properly prepared metal surfaces
3. Manufactured from flat black plastic
86-4.06C Housing
Pedestrian signal housing must comply with Section 86-4.01A, Signal Sections."
86-4.06D Visors
Use material similar to housing. Extend top of visor a minimum length of 6 inches at top and
5 inches at bottom when measured from front surface of line. Front must be normal to top.
86-4.06E Finish
Paint exterior of each housing and visor, and interior of visor as specified in Section 86-2.16,
Painting."
86-4.06F Control
Pedestrian signals must be controllable by solid-state switching devices specified for traffic
signal controller assemblies.
86-4.06G Terminal Blocks
Include light duty terminal block, as specified in Section 86-4.01B, Electrical Components,"
with each pedestrian signal face.
86-4.07 BLANK)
86-4.08 SIGNAL MOUNTING ASSEMBLIES
Signal mounting assembly must include:
1. 1-1/2-inch standard steel pipe or galvanized conduit
2. Pipe fitting made of ductile iron, galvanized steel, aluminum alloy Type AC-84B No.
380, or bronze
3. Mast arm and post top slip-fitters, and terminal compartments made of cast bronze or hot-
dip galvanized ductile iron
After installation, clean and paint exposed threads of galvanized conduit brackets and bracket
areas damaged by wrench or vise jaws. Use wire brush to clean and apply 2 coats of approved
unthinned zinc-rich primer, organic vehicle type, as specified in Section 91, Paint." Do not use
aerosol can.
Fit each terminal compartment with a terminal block having a minimum of 12 positions, each
with 2 screw-type terminals. Each terminal must accommodate at least five No. 14 conductors.
Include a cover on compartment for ready access to terminal block. Terminal compartment used
to bracket mount signals must be bolted securely to pole or standard.
Horizontal dimension of mounting assembly members between vertical centerline of terminal
compartment or slip-fitter, and the vertical centerline of each signal face must not exceed 11
Book One- State Route 68 at San Benancio Road Intersection Improvements 290
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??+??inches, except where required for proper signal face alignment or to allow programming of
programmed visibility signal faces.
Mounting assembly members must be plumb or level, symmetrically arranged, and securely
assembled.
Mounting assembly must be watertight, and free of sharp edges or protrusions that might
damage conductor insulation. Include positive locking serrated fittings that, if mated with
similar fittings on signal faces, will prevent faces from rotating.
Orient each mounting assembly to allow maximum horizontal clearance to adjacent roadway.
Use slip-fitter for post-top mounting of signals. Fit slip-fitter over a 4-1/2-inch outside
diameter pipe or tapered standard end. Include cadmium-plated steel set screws. Include an
integral terminal compartment for each slip-fitter used to post-top mount signals with brackets.
Do not install signal faces at an intersection until all other signal equipment, including
complete controller assembly, is in place and ready for operation. You may mount signal faces if
covered or not directed toward traffic.
86-4.09 FLASHING BEACONS
Flashing beacon must include:
1. Single section traffic signal face with yellow or red LED module indications
2. Backplate
3. Tunnel visor
4. Flashing beacon control assembly
Beacon flasher unit must be independent of intersection flasher unit.
86-4.09A Flashing Beacon Control Assembly
86-4.09A(1) Enclosure
Enclosure must be:
1. NEMA 3R with a dead front panel and a hasp with a 7/16-inch hole for a padlock
2. Powder coated, hot-dip galvanized, or factory-applied rust resistant prime coat and finish
coat
86-4.09A(2) Circuit Breakers and Switches
Circuit breakers must comply with Section 86-2.11, Service."
Switch for manually operating sign lighting circuit must be a single-hole-mounting toggle
type with a single pole and throw and rated at 12 A, 120 V(ac). Furnish switch with an
indicating nameplate reading Auto-Test."
86-4.09A(3) Flasher
Comply with Section 8, Solid-State Flashers," of NEMA Standards publication No. TS 1.
Flasher must be a solid-state device with no contact points or moving parts.
Include 2 output circuits to allow alternate flashing of signal faces. Flasher must be able to
carry a minimum of 10 A per circuit at 120 V(ac).
86-4.09A(4) Wiring
Conductors and wiring in the enclosure must comply with Section 86-2.09B(1), Cabinet and
Enclosure Installation."
Book One- State Route 68 at San Benancio Road Intersection Improvements 291
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??,??86-4.09A(5) Terminal Blocks
Terminal blocks must be:
1. Rated 25 A, 600 V(ac)
2. Molded phenolic or nylon material
3. Barrier type with plated brass screw terminals and integral marking strips
86-5 DETECTORS
86-5.01 VEHICLE DETECTORS
Sensor unit and isolator must comply with TEES.
86-5.01A Inductive Loop Detectors
86-5.01A(1) General
Inductive loop detector includes a completely installed loop or group of loops, in the
roadway, lead-in cable, and a sensor unit, with power supply installed in a controller cabinet.
86-5.01A(2) Sensor Unit Construction
Card type sensor unit must comply with TEES, issued by the Department. Shelf-mounted
sensor unit must comply with Section 11 of the NEMA Standards Publication No. TS 1.
86-5.O1A(3) Construction Materials
Conductor for each inductive loop detector must be continuous, unspliced, and one of the
following:
Option Specifications
Type 1 loop wire Type RHW-USE neoprene jacketed or Type USE cross-linked polyethylene insulated, No.
12, stranded copper wire with a 40 mils minimum thickness at anoint.
Type 2 loop wire Type THWN or Type XHHW, No. 14, stranded copper wire in a plastic tubing. Plastic
tubing must be polyethylene or vinyl, rated for use at 105 C, and resistant to oil and
gasoline. Outside diameter of tubing must be 0.27 inch maximum with a wall thickness of
0.028 inch minimum.
Conductor for loop detector lead-in cable must be two No. 16, 19 x 29, stranded, tinned
copper wires, comply with the calculated cross sectional area of ASTM B 286, Table 1, and be
one of the following:
Option Specifications
Type B lead-in cable Insulated with 20 mils of high-density polyethylene. Conductors must be twisted
together with at least 2 turns per foot and the twisted pair must be protected with a
copper or aluminum polyester shield. A No. 20, minimum, copper drain wire must
be connected to equipment ground within cabinet. Cable must have a high-density
polyethylene or high-density polypropylene outer jacket with a nominal thickness
of 32 mils. Include an amorphous interior moisture penetration barrier of
nonh drosco is polyethylene or polypropylene fillers.
Type C lead-in cable Comply with International Municipal Signal Association IMSA) Specification No.
50-2. A No. 20, minimum, copper drain wire must be connected to equipment
ground within cabinet.
Conductor Options for Inductive Loop Detector
Conductor Options for Loop Detector Lead-In Cable
Book One- State Route 68 at San Benancio Road Intersection Improvements 292
CONTRACT NO. 10-1 11065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??-??86-5.01A(4) Installation Details
Install loop conductors without splices and end in nearest pull box. Seal open end of cable
jacket or tubing similar to splicing requirements to prevent water from entering. Do not make
final splices between loops and lead-in cable until loop operations under actual traffic conditions
is approved.
Splice all loop conductors for each direction of travel for same phase of a traffic signal
system, in same pull box, to a detector lead-in cable that runs from pull box adjacent to loop
detector to a sensor unit mounted in controller cabinet.
End all loop conductors in a pull box or terminal strip in the cabinet.
Identify and band conductors for inductive loop installations. Band, in pairs, by lane, in the
pull box adjacent to the loops and near the end of conductors in the cabinet. Bands must comply
with Section 86-2.09, Wiring."
If HMA surfacing is to be placed, install loop conductors before placing uppermost layer of
HMA. Install conductors in compacted layer of HMA immediately below the uppermost layer.
Install conductors as shown on the plans, except fill slot with sealant flush to the surface.
When cutting loops:
1. Residue from slot cutting activities must not be allowed to flow across shoulders or lanes
occupied by public traffic and must be removed from the pavement surface before
residue flows off. Dispose of residue from slot cutting activities under Section 7-1.13,
Disposal of Materials Outside the Highway Right of Way."
2. Surplus sealant must be removed from adjacent road surface without using solvents
before setting.
Sealant for filling slots must comply with one of the following:
Elastomeric Sealant
Polyurethane material that will, within stated shelf life, cure only in the presence of moisture.
Sealant must be suitable for use in both HMA and PCC.
The cured sealant must have the following performance characteristics:
Performance Characteristics of Cured Sealant
Specification ASTM Requirement
Hardness indentation) at 25 C and 50% relative D 2240 65-85
humidity. Type A, Model 1700 only) Rex.
Tensile Strength: D 412
3.45 MPa, min.
Pulled at 508 mm per minute Die C
Elongation: D 412 400%, min.
Pulled at 508 mm per minute Die C
Flex at 40 C:
No cracks
0.6-mm free film bend 180?) over 13-mm mandrel
Weathering Resistance:
Weatherometer 350 h, cured 7 days at 25 C 50% D 822 Slight chalking
relative humidity
Salt Spray Resistance: 3.45 MPa, min. tensile 400%,
28 days at 38 C with 5% NaCl, Die C & pulled at 508 B 117 min. elongation
mm. per minute
Dielectric Constant over a temperature range of 30 C D 150 Less than 25% change
to 50 C
Book One- State Route 68 at San Benancio Road Intersection Improvements 293
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??.??Asphaltic Emulsion Sealant
Comply with State Specification 8040-41A-15. Use for filling slots in HMA pavement that
are a maximum of 5/8 inch in width. Do not use where the slope causes the material to run from
the slot. Material must not be thinned beyond manufacturer's recommendations. Place material
when air temperature is at least 7 C.
Hot-Melt Rubberized Asphalt Sealant
Hot-melt rubberized asphalt must be:
1. In solid form at room temperature and fluid at application temperature of 190 C to
205 C. Fumes must be non-toxic.
2. Suitable for use in both HMA and PCC.
3. Melted in a jacketed, double-boiler type melting unit. Temperature of heat transfer
medium must not exceed 245 C.
4. Applied with a pressure feed applicator or pour pot, when the pavement surface
temperature is greater than 4 C.
5. Packaged in containers clearly marked Detector Loop Sealant" and specifying
manufacturer's batch and lot number.
The cured sealant must have the following performance characteristics:
Performance Characteristics of Cured Sealant
Specification ASTM Requirement
Cone Penetration, 25 C, 150 g, 5 s D 5329, Sec. 6 3.5 mm, max
Flow, 60 C D 5329, Sec. 8 5 mm, max
Resilience, 25 C D 5329, Sec. 12 25%, min
Softening Point D 36 82 C, min
Ductility, 25 C, 50 mm/min D 113 300 mm, min
Flash Point, COC, C D 92 288 C, min
Viscosity, Brookfield Thermosel,
No. 27 Spindle, 20 rpm, 190 C D 150 Less than 25%
change
86-5.01B Magnetic Detectors
Cable from pull box, adjacent to magnetic detector sensing element, to the field terminals in
the controller cabinet must be the type specified for inductive loop detectors.
86-5.02 PEDESTRIAN PUSH BUTTON ASSEMBLIES
Housing must be either die-cast or permanent mold-cast aluminum, or ultraviolet stabilized,
self-extinguishing structural plastic, if specified. Plastic housing must be black matching Color
No. 17038, 27038 or 37038 of Federal Standard 595B, and colored throughout. Assembly must
be rainproof and shockproof in any weather condition.
Switch must be a single-pole, double-throw, switching unit, with screw type terminals, rated
15 A at 125 V(ac), and must have:
1. Plunger actuator and a U frame to allow recessed mounting in push button housing
2. Operating force of 3.5 pounds
3. 1/64-inch maximum pretravel
4. 7/32-inch minimum overtravel
5. 0.0004- to 0.002-inch differential travel
6. 2-inch minimum diameter actuator
Book One- State Route 68 at San Benancio Road Intersection Improvements 294
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??/??Where pedestrian push button is attached to a pole, shape housing to fit the pole curvature
and secure. Include saddles to make a neat fit if needed.
Where a pedestrian push button is mounted on top of a 2-1/2-inch diameter post, fit housing
with a slip-fitter and use screws for securing rigidly to post.
Pedestrian push button signs must be porcelain enameled metal or structural plastic.
Install push button and sign on crosswalk side of pole.
Point arrows on push button signs in the same direction as the corresponding crosswalk.
Attach sign on Type B push button assembly.
For Type C pedestrian push button assembly, mount instruction sign on the same standard as
the push button assembly, using 2 straps and saddle brackets. Straps and saddle brackets must be
corrosion-resisting chromium nickel steel and comply with ASTM A 167, Type 302B. Theft-
proof bolts must be stainless steel with a chromium content of at least 17 percent and a nickel
content of at least 8 percent.
86-6 LIGHTING
86-6.01 HIGH PRESSURE SODIUM LUMINAIRES
High pressure sodium luminaires must be the enclosed cutoff type.
Housing must be manufactured from aluminum. Painted or powder-coated housing must
withstand a 1,000-hour salt spray test as specified in ASTM B 117.
Other metal parts must be corrosion resistant.
Each housing must include a slip-fitter that can be mounted on a 2-inch pipe tenon and can
be adjusted 5 degrees from the axis of the tenon. Clamping brackets of slip-fitter must not
bottom out on housing bosses when adjusted within the 5 degree range.
The slip-fitter mounting bracket must not permanently set in excess of 0.020-inch when the
3/8-inch diameter cap screw used for mounting is tightened to 10 foot-pounds.
Luminaire to be mounted horizontally on mast arm, when tested as specified in California
Test 611, must be capable of withstanding cyclic loading for a minimum of 2 million cycles
without failure of any luminaire parts as follows:
Plane Internal
Ballast Minimum Peak Acceleration Levels
Vertical Removed 3.0 G peak-to-peak sinusoidal loading same as 1.5 G peak)
Horizontal Installed 1.5 G peak-to-peak sinusoidal loading same as 0.75 G peak)
Vertical Installed 1.0 G peak-to-peak sinusoidal loading same as 0.5 G peak)
aG Acceleration of gravity
Perpendicular to direction of mast arm
If a photoelectric unit receptacle is included, a raintight shorting cap must be installed. If
luminaire housing has a hole for the receptacle, hole must be permanently closed, covered, and
sealed with weatherproof material.
Optical system must be in a sealed chamber and include:
1. Reflector shaped so that a minimum of light is reflected through the arc tube of the lamp.
Reflector surface must be specular and protected by either an anodized finish or a silicate
film on it's specular surface.
2. Refractor or lens mounted in a door frame that is hinged to the housing and secured with
a spring-loaded latch. Refractor must be made of glass or polycarbonate plastic. Lens
must be made of heat- and impact-resistant glass.
3. Lamp socket that is a porcelain enclosed mogul-multiple type. Shell must include
integral lamp grips to assure electrical contact under conditions of normal vibration.
Cyclic Loadin
Book One- State Route 68 at San Benancio Road Intersection Improvements 295
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??0??Socket must be mounted in the luminaire to allow presetting a variety of specified light
distribution patterns. Socket must be rated for 1,500 W and 600 V(ac), and a 4 kV pulse.
4. Lamp.
Sealing must be provided by a gasket between the reflector and:
1. Refractor or lens
2. Lamp socket
Chamber must allow for filtered flow of air in and out of the chamber from lamp heat.
Filtering must be accomplished by either a separate filter or a filtering gasket.
If components are mounted on a down-opening door, door must be hinged and secured to
luminaire housing separately from refractor or flat lens frame. Door must be easily removable
and replaceable, and secured to housing to prevent accidental opening when refractor or flat lens
frame is opened.
Field wires connected to luminaire must terminate on a barrier-type terminal block secured to
the housing. Terminal screws must be captive and equipped with wire grips for conductors up to
No. 6. Each terminal positions must be clearly identified.
Minimum light distribution for each luminaire must meet the isolux diagrams.
Maximum brightness of each cutoff luminaire, with the lamp indicated, must be as follows:
Lamp
ANSI Code No. Lamp
Wattage Maximum Brightness
foot-lamberts
S55 150 40
S66 200 40
S50 250 50
S67 310 60
S51 400 75
Brightness readings will be taken using a brightness meter with an acceptance angle of 1.5
degrees. When measured on the 90-degree and 270-degree lateral angle line, maximum
brightness must not exceed above specified brightness when meter is located at a horizontal
distance of 120 feet and a vertical distance of 7.5 feet between luminaire and meter, or at an
angle of 3 degrees 35 minutes from the horizontal to the line between luminaire and meter.
Measurements must be made from 90-degree line and 270-degree line, and averaged. Lamp used
for each test must operate at wattage necessary to produce the following light output:
Lamp Wattage Lumens
150 16,000
200 22,000
250 27,000
310 37,000
400 50,000
86-6.01A High Pressure Sodium Lamp Ballasts
Each ballast must:
1. Operate the lamp for its rated characteristics and wattage
2. Continuously operate at ambient air temperatures from 20 C to 25 C without reduction
in ballast life
Cutoff Type
Light Out ut
Book One- State Route 68 at San Benancio Road Intersection Improvements 296
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??1??3. Operate for at least 180 cycles of 12 hours on and 12 hours off, with the lamp circuit in
an open or short-circuited condition and without measurable reduction in operating
requirements
4. Have a design life of not less than 60,000 hours
5. Provide proper starting and operating waveforms, voltage, and current
6. Provide reliable lamp starting and operation at ambient temperature down to 20 C for
the rated life of lamp
Ballast must be tested as specified in ANSI C82.6-1980, Methods of Measurement of High-
Intensity-Discharge Lamp Ballasts."
Starting aids for ballast of a given lamp wattage must be interchangeable between ballasts of
same wattage and manufacturer, without adjustment.
Each integral ballast must consist of separate components that can be easily replaced. An
encapsulated starting aid will be counted as a single component. Each component must include
screw terminals, NEMA tab connectors, or a single multi-circuit connector. Conductors and
terminals must be identified.
Mount heat-generating component so as to use the portion of the luminaire it is mounted to as
a heat sink. Place capacitor a maximum practicable distance from heat-generating components
or thermally shield to limit the case temperature to 75 C.
Transformer and inductor must be resin-impregnated for protection against moisture.
Capacitors, except those in starting aids, must be metal cased and hermetically sealed.
The Department will test high-pressure sodium lamp ballast. High-pressure sodium lamp
ballast must have a characteristic curve that will intersect both of the lamp-voltage limit lines
between the wattage limit lines and remain between the wattage limit lines throughout the full
range of lamp voltage. This requirement must be met at the rated input voltage of the ballast and
at the lowest and highest rated input voltage of the ballast.
Throughout the lifetime of the lamp, ballast curve must fall within the specified limits of the
lamp voltage and wattage.
Ballast for luminaires must be located in the luminaire housing.
86-6.01A(1) Regulator Type Ballasts
Regulator type ballast must comply with the following:
1. For nominal input voltage and lamp voltage, ballast design center must not vary more
than 7.5 percent from rated lamp wattage.
2. Ballast must be designed for a capacitance variance of 6 percent that will not cause
more than 8 percent variation in lamp wattage regulation during rated lamp life.
3. Lamp current crest factor must not exceed 1.8 for input voltage variation of 10 percent
at any lamp voltage during lamp life.
Regulator-type ballast must be one of the following:
Book One- State Route 68 at San Benancio Road Intersection Improvements 297
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??2??Ballast Type Power Factor Lamp Regulation
Lag-type a Not less than 90 percent Lamp wattage regulation spread does not vary by
throughout the life of lamp when more than 18 percent for 10 percent input
ballast is operated at nominal voltage variation from nominal through life
line voltage with a nominally-
rated reference lamp
Lead-type Not less than 90 percent Lamp wattage regulation spread does not vary by
throughout the life of lamp when more than 30 percent for 10 percent input
ballast is operated at nominal voltage variation from nominal through life
line voltage with a nominally-
rated reference lamp
aPrimary and secondary windings must be electrically isolated
bConstant wattage autoregulator CWA)
86-6.01A(2) Nonregulator Type Ballasts
Each nonregulator type ballast must comply with the following:
1. For nominal input voltage and lamp voltage, ballast design center must not vary more
than 7.5 percent from rated lamp wattage.
2. Lamp current crest factor must not exceed 1.8 for input voltage variation of 5 percent at
any lamp voltage during lamp life.
Ballast Type Power Factor Lamp Regulation
Autotransformer Not less than 90 percent Lamp wattage regulation spread does not vary by
or High- throughout the life of lamp when more than 25 percent for 5 percent input voltage
Reactance ballast is operated at nominal variation from nominal through life
line voltage with a nominally-
rated reference lamp
86-6.01B High Pressure Sodium Lamps
High pressure sodium lamps must comply with ANSI C 78.42, High Pressure Sodium
Lamps," when tested as specified in ANSI C 78.389, American National Standard for Electric
Lamps High Intensity Discharge-Methods of Measuring Characteristics." High pressure
sodium lamps must have a minimum average rated life of 24,000 hours.
86-6.02 LOW PRESSURE SODIUM LUMINAIRES
Each low pressure sodium luminaire must be completely assembled with a lamp and ballast,
and must:
1. Be the enclosed type, either semi-cutoff or cutoff type.
2. Include housing, reflector, refractor or lens, lamp socket, integral ballast, removable
ballast tray, lamp support, terminal strip, capacitor, and slip fitter. Reflector may be an
integral part of the housing.
Luminaire housing must be minimum 1/16-inch thick, corrosion resistant die cast aluminum
sheet and plate with concealed continuous welds, or minimum nominal wall thickness of 3/32-
thick acrylonitrile-butadiene-styrene sheet material, on a cast aluminum frame that provides
mounting for all electrical components and slip fitter. Housing must be divided into optical and
power compartments that are individually accessible for service and maintenance. Position and
clamp luminaire to pipe tenon by tightening mounting bolts.
Regulator- T a Ballast
Nonre ulator-T a Ballast
Book One- State Route 68 at San Benancio Road Intersection Improvements 298
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??3??Painted exterior surface of luminaire must be finished with a fused coating of
electrostatically applied polyester powder paint or other ultraviolet inhibiting film. Color must
be aluminum gray.
High temperature neoprene, or equal, sealing ring must be installed in pipe tenon opening to
prevent entry of water and insects into power and optical compartments.
Access to power unit assembly must be through a weathertight hinged cover, secured with
spring type latches or captive screws, to luminaire housing.
Hardware must be stainless steel or cadmium plated. Use machine screws or bolts to secure
removable components. Do not use sheet metal screws.
Semi-cutoff luminaires and molded refractor style cutoff luminaires must include a refractor.
Other cutoff luminaires must include a flat lens.
Refractor must be 1-piece injection molded polycarbonate of 3/32 inch minimum thickness,
or 1-piece injection molded acrylic of 1/8 inch minimum thickness. Flat lens must be 1-piece
polycarbonate of 3/32 inch minimum thickness, mounted to metal frame. Refractor assembly
and flat lens assembly must be constructed to rigidly maintain its shape, and hinged and secured
with spring type latches to luminaire housing. Alternate methods of manufacturing refractor may
be approved provided minimum specified thicknesses are maintained.
Lamp socket must be high temperature, flame retardant thermoset material with self-wiping
contacts or equivalent. Socket must be rated for 660 W and 1,000 V(ac). Position of socket and
support must maintain the lamp in correct relationship with reflector and refractor for designed
distribution pattern.
Isofootcandle distribution must be ANSI Type III, short or Type IV, medium distribution, for
cutoff or semi-cutoff luminaires.
With a 40-foot mounting height, each type of luminaire must maintain a minimum of 0.2
footcandle at least 60 feet each side, along the longitudinal roadway line below the luminaire,
and a minimum of 0.35 footcandle at a transverse roadway distance from luminaire location
equal to 1.5 times the luminaire mounting height.
Certified luminaire performance data must be provided. This data must include complete
photometric test data in isofootcandle charts at a scale of 1 inch equals 20 feet, for the luminaire
and lamp sizes shown on the plans.
Alternate data may be in horizontal footcandle values recorded on a 15' x 15' area extending
90 feet longitudinally each side of the light source, and 15 feet behind and 90 feet in front of the
light source, for luminaire and lamp sizes, and mounting height shown on the plans. Horizontal
footcandle levels in data submitted must equal or exceed levels specified. Failure to meet
referenced values will be justification for rejection of the luminaires.
Photometric testing must be performed and certified by an independent and recognized
testing laboratory.
Low pressure sodium lamps must:
1. Be 180 W, single-ended, bayonet base, tubular gas discharge lamp
2. Maintain a minimum of 93 percent of initial lumens during rated life and must comply
with the following minimum performance requirements:
Lamp Designation ANSI L74-RF-180
Initial Lumens 33,000 lumens
Rated Ave. Life 10 hrs/Start) 18,000 hours
Operating Position Horizontal 20 degrees
3. Reach 80 percent of light output within 10 minutes and must restrike within 1 minute
after an outage due to power interruption or voltage drop at the lamp socket
Performance Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 299
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??4??4. Identify the month and year of installation.
5. Have an autotransformer or high-reactance type ballast. The ballast must comply with
the following:
5.1. Lamp current crest factor must not exceed 1.8 at nominal line voltage
5.2. Ballast loss must not exceed 24 percent for 180 W ballast at nominal line voltage
Ballast T e Power Factor Lamp Operation
Autotransformer Not less than 90 percent when Lamp wattage regulation spread does not vary by
or High- ballast is operated at nominal more than 6 percent for 10 percent input
Reactance line voltage with a nominally- voltage variation from nominal through life
rated reference lamp
A multi-circuit connector must be included for quick disconnection of ballast tray.
86-6.03 SOFFIT AND WALL LUMINAIRES
Soffit and wall luminaire must be weatherproof and corrosion resistant.
Each flush-mounted soffit luminaire must consist of:
1. Metal body with two 1-inch minimum conduit hubs and provisions for anchoring into
concrete
2. Prismatic refractor made of heat-resistant polycarbonate mounted in a door frame and
clearly identified as to street side
3. Specular anodized aluminum reflector
4. Ballast located either within housing or in a ceiling pull box as shown on the plans
5. Lamp socket
The door frame assembly must be hinged, gasketed, and secured to body by at least 3
machine screws.
Each pendant soffit luminaire must be enclosed and gasketed, have an aluminum finish, and
include:
1. Reflector with a specular anodized aluminum finish
2. Refractor made of heat-resistant polycarbonate
3. Optical assembly hinged and latched for lamp access and a device to prevent dropping
4. Ballast designed for operation in a raintight enclosure
5. Galvanized metal box with a gasketed cover, 2 captive screws, and 2 chains to prevent
dropping and for luminaire mounting
Each wall-mounted luminaire must consist of:
1. Cast metal body
2. Prismatic refractor, made of glass, mounted in a door frame
3. Aluminum reflector with a specular anodized finish
4. Integral ballast
5. Lamp socket
6. Gasket between refractor and body
7. At least two 5/16-inch minimum diameter mounting bolts
Autotransformer or High-Reactance Type Ballast
Book One- State Route 68 at San Benancio Road Intersection Improvements 300
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PLANS-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??5??Cast-aluminum bodies to be cast into or mounted against concrete must have a thick
application of alkali-resistant bituminous paint on all surfaces to be in contact with concrete.
Each soffit luminaire and wall luminaire must include a 70 W high-pressure sodium lamp
with a minimum average rated life of 24,000 hours. Each lamp socket must be positioned to
locate the light center of the lamp within 1/2 inch of light center location of the luminaire design.
Ballast must comply with Section 86-6.01A, High Pressure Sodium Lamp Ballasts." Wall
luminaire ballast must be located in luminaire housing or, if shown on the plans, in a pull box
adjacent to luminaire.
86-6.04 PEDESTRIAN CROSSING FIXTURES
Before starting fixture manufacturing, submit fixture design for approval. If requested,
submit 1 complete prototype fixture for approval at least 30 days before manufacturing the
fixtures. The prototype fixture will be returned to you, and if permitted, the fixture may be
installed in the work.
Lens unit in door section must be formed of 1-1/2-inch methyl methacrylate rod cut and fire-
glazed for a clear finish or a cast unit with equivalent tolerances and finish.
Lens must be secured to door section with an extruded lens retainer of 6063-T5 aluminum
alloy that fits the lens shape. Lens retainer must fit the full length of lens on both sides.
Continuous lens retainer for the full length of 3 lenses is allowed. Z bars of 5052-H32 or 5005-
H 14 aluminum alloy, 1/16 inch minimum thickness may be substituted for extruded lens retainer.
A captive positive-keyed screw-type latching device requiring a special socket wrench must
be installed at upper edge to secure door in the closed position as shown on the plans. Furnish 2
special wrenches to the Engineer.
Each fixture must include a F48T12/CW rapid start fluorescent lamp with recessed, double
contact base installed on back side of door directly behind lens.
Each lampholder must be UL listed for outdoor use without an enclosure and with 1,500 mA
rapid start fluorescent lamp. Lampholder must be spring-loaded type.
For each lamp, the distance from face of lampholder to the lamp must be designed to provide
a compression of at least 0.10-inch on the spring-type lampholder when lamp is in place. Lamp
must have positive mechanical and electrical contact when lamp is in place. Socket on spring-
type lampholder must have enough travel to allow lamp installation. Spring must not be a part of
current-carrying circuit.
Ballast must be high-power-factor type with weatherproof leads for operation of one 48-inch
rapid-start lamp. Ballast must be UL listed for outdoor operation on 110 to 125 V(ac) 60 Hz
circuit and rated at 1,500 mA.
Conductors from ballast leads to lampholder must be minimum size of No. 16, stranded, and
UL-listed copper AWM. Splicing of lampholder conductors to ballast leads must be performed
by using mechanically secure connectors.
Conductors in fixture except ballast leads and entrance line conductors, must be UL-listed
AWM.
Provide sufficient slack in the conductors to allow the fixture door to fully open.
Circuit conductors entering the fixture must be terminated on molded phenolic barrier-type
terminal blocks rated at 15 A and 600 V(ac) and must have integral-type white waterproof-
marking strips. Current-carrying parts of terminal blocks must be insulated from fixture with
integral plugs or strips to provide protection from line-to-ground flashover voltage. Terminal
blocks must be attached to wireway cover in top section. If you use sectionalized terminal
blocks, each section must include an integral barrier on each side and be capable of rigid
mounting and alignment.
Exposed surfaces of fixture must be uniform in appearance and free from significant defects,
including improper fit, dents, deep scratches and abrasions, burrs, roughness, off-square ends,
Book One- State Route 68 at San Benancio Road Intersection Improvements 301
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
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PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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A-U012
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FINDINGS-U012
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PROGRAM-U012
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C.-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??6??holes off-center or jagged, and surface irregularities. Screws for attaching components to fixture
door, including Z bars, ballasts, and terminal block, must be tapped into door from the inside
only. Screwheads, nuts, or other fasteners must not be removable from the outside.
86-6.04A Pedestrian Undercrossing Fixtures
Fixture shell must be cast aluminum alloy, industrial type or Federal Class 18 aluminum of
1 /4 inch minimum thickness.
Door must be 1 piece of 6061-T6 aluminum alloy of 1/8 inch minimum thickness.
Continuous piano hinge must be Type 1100 aluminum alloy. The piano hinge must be
welded or riveted to door section with 1/8 inch aluminum rivets. Matching holes must be drilled
in the hinge and lower edge of fixture. After shell is in place, door assembly must be attached by
minimum 3/8-inch No. 8 stainless steel self-tapping screws.
A neoprene gasket must be attached to frame to provide a cushion between the shell and the
door.
Chain or other device must be included to prevent the door, when fully opened, from coming
in contact with the undercrossing wall.
Fixture must be held in place by three 3/8" x 8" anchor bolts with 2 nuts each.
Fixture surfaces in contact with concrete, and with anchor bolts and nuts must be painted
with a thick application of alkali-resistant bituminous paint. Paint must comply with MIL-P-
6883.
Circuit conductor entering the fixture must be terminated on 2-position terminal blocks.
Both ends of fixture must have holes for 1-inch conduit. Unused holes must be plugged with
pressed metal closures.
86-6.04B Pedestrian Overcrossing Fixtures
Fixture shell must consist of:
1. Top section and a door section of extruded 6063-T5 aluminum alloy, each with a nominal
1 /8 inch wall thickness
2. 2 cast-end sections of 319 aluminum alloy
3. Internal wireway cover of 505-H32 aluminum alloy
Top section and door section must be joined together on one side by a continuous hinge
formed as part of the 2 extrusions and must overlay to allow locking on the other side. Hinge
must be treated with a silicone grease that will prevent the entrance of water by capillary action.
Wrreway cover with 3/16 inch hemmed ends up and terminal blocks and circuit conductors
must be inserted before welding end sections and must provide clearance at both ends for
conductors. Cover must be fastened by at least two 1/4 inch No. 4 self-threading sheet metal
screws with binding head and blunt point. You may substitute blind rivets of equivalent
strength.
One or more bronze sash chains or other device must be included to prevent door from
opening to an extent that will damage the hinge.
Lampholder must include heat-resistant circular cross section neoprene sealing gasket, silver-
coated contacts, and waterproofed lead entrance for use with a 1,500 mA rapid start fluorescent
lamp.
Ballast must be at most 13-1/4 inches long.
Circuit conductors entering the fixture must be terminated on 3-position terminal blocks.
Electrical system of pedestrian overcrossing must be grounded by a No. 8 copper wire
installed in conduit from fixture to fixture, from end fixture to conduit fitting on end post and
from conduit fitting on end post to grounding bushing in nearest pull box.
Book One- State Route 68 at San Benancio Road Intersection Improvements 302
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
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PROGRAM-U012
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JANUARY-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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7/19/2010-U011
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JANUARY-U012
17,-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
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FO21330-U03
FO85769-U03
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??7??Ground wire must be secured to inside of telescoping sleeve end casting where conductors
are carried and to the inside of Type LB conduit fitting on end post by a connecting lug and a
No. 8 self-threading pan screw.
Lamp, lampholder, ballast, and fixture wire, must be attached to door section. Terminal
blocks must be attached to top section or wireway cover.
Three No. 10, solid copper circuit conductors must be installed between terminal blocks as
part of each completed fixture.
Before shipment to job site, fixture must be completely manufactured and assembled in the
shop.
86-6.05 INDUCTION SIGN LIGHTING FIXTURES
Each induction sign lighting fixture must include housing with door, reflector, refractor or
lens, lamp, power coupler, high frequency generator, socket assembly, fuse block, and fuses.
Each induction sign lighting fixture must:
1. Be designed for mounting near the bottom of sign panel on an overhead sign structure.
2. Be an enclosed design and be raintight and corrosion resistant.
3. Have a minimum average rating of 60,000 hours.
4. Be for a wattage of 87 W, 120/240 V(ac).
5. Have a power factor greater than 90 percent and total harmonic distortion less than 10
percent.
6. Be UL approved for wet locations and be FCC Class A-listed.
7. Not exceed 44 pounds in weight.
8. Include the manufacturer's brand name, trademark, model number, serial number, and
date of manufacture on packaged assembly. Same information must be permanently
marked on the outside and inside of housing.
9. Comply with minimum horizontal footcandle requirement shown on the plans.
10. Be a maximum height of 12 inches above the top of the mounting rails.
If fixture is located so that the light center of the lamp is 55 inches in front of, 1 foot below,
and centered on a 10-foot high by 20-foot wide sign panel, the ratio of maximum to minimum
illuminance level on the panel must not exceed 12 to 1 in 95 percent of the points measured.
Illuminance gradient must not exceed 2 to 1 and is defined as the ratio of minimum illuminance
on a 1-foot square of panel to that on an adjacent 1-foot square of panel.
Each fixture must have a mounting assembly that will allow fixture to be mounted on
continuous slot channels. Mounting assembly must be either cast aluminum, hot-dip galvanized
steel plate, or steel plate that has been galvanized and finished with a polymeric coating system
or same finish that is used for housing.
Housing must have a door designed to hold a refractor or lens, and to open without the use of
special tools. Housing and door must be manufactured of sheet or cast aluminum, and have a
powder coat or polyester paint finish of a gray color resembling unfinished manufacturing.
Sheet aluminum must comply with ASTM B 209 or B 209M for 5052-H32 aluminum sheet.
External bolts, screws, hinges, hinge pins, and door closure devices must be corrosion resistant.
Housing must include weep holes.
Door must be hinged to housing on side of fixture away from the sign panel and include 2
captive latch bolts or other latching device. Door must be designed to lock in the open position,
50 degrees minimum from the plane of the door opening, with an 85-mph 3-second-wind-gust
load striking the door from either side.
Door and housing must be gasketed to be raintight and dusttight. Thickness of gasket must
be 1 /4 inch, minimum.
Book One- State Route 68 at San Benancio Road Intersection Improvements 303
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??8??Fixture height must be less than 12 inches above the top of mounting rails.
Reflector must be 1 piece, made from specularly finished aluminum protected with an
electrochemically applied anodized finish or a chemically applied silicate film, and designed so
deposited water due to condensation will drain away. Reflector must be secured to housing with
a minimum of 2 screws and removable without removing any fixture parts. Do not attach
reflectors to outside of housing.
Refractor or lens must have a smooth exterior and must be manufactured from the material as
follows:
Component Manufactured From
Flat lens Heat-resistant glass
Convex lens Heat resistant, high-impact
resistant tempered glass
Refractor Borosilicate heat resistant
glass
Refractor and convex lens must be designed or shielded so no fixture luminance is visible if
fixture is approached directly from the rear and viewing level is the bottom of the fixture. If a
shield is used, it must be an integral part of the door casting.
Each fixture must include an 85 W induction lamp with an interior wall that is fluorescent
phosphor-coated. Light output must be at least 70 percent at 60,000 hours. Lamp must have a
minimum color-rendering index of 80, be rated at a color temperature of 4,000K and be
removable without the use of tools.
Lamp socket must be a porcelain enclosed mogul type with a shell that contains integral lamp
grips to assure electrical contact under normal vibration conditions. Center contact must be
spring-loaded. Shell and center contact must be nickel-plated brass. Socket must be rated for
1,500 W and 600 V(ac).
Power coupler must include a construction base with antenna, heat sink, and electrical
connection cable, and be designed so it can be removed with common hand tools.
High frequency generator must:
1. Start and operate lamps at an ambient temperature of 25 C or greater for the rated life of
the lamp
2. Operate continuously at ambient air temperatures from 25 C to 25 C without reduction
in generator life
3. Have a design life of at least 100,000 hours at 55 C
4. Have an output frequency of 2.65 MHz 10 percent
5. Have radio frequency interference that complies with FCC Title 47, Part 18, regulations
regarding harmful interference
6. Be replaceable with common hand tools
7. Mounted so the fixture can be used as a heat sink
Conductor terminal must be identified by the component terminal the conductor connects to.
Submit a copy of the high frequency generator test methods and results from the
manufacturer with each lot of fixtures.
Each fixture must include a barrier-type fuse block for terminating field connections. Fuse
block must:
1. Be secured to housing and be accessible without removal of any fixture parts
2. Be mounted to leave a minimum of 1/2 inch air space from sidewalls of housing
Refractor and Lens Material Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 304
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??9??3. Be designed for easy removal of fuses with a fuse puller, be rated at 600 V(ac), and have
box terminals.
Fuses must be 13/32-inch diameter, 1-1/2 inch long ferrule type and UL or ETL listed. For
120 V(ac) input fixture, only the ungrounded conductor must be fused and there must be a solid
link between the neutral and the high frequency generator.
If shown on the plans, include a wire guard to prevent damage to the refractor or lens. Guard
must be constructed of 1/4-inch minimum diameter galvanized steel wire, and either hot-dip
galvanized or electroplated-zinc coated as specified in ASTM B 633, Service Condition SC4
with a clear chromate dip treatment. Guard elements must be spaced to prevent rocks larger than
1-1/2-inch diameter from passing through.
86-6.06 SIGN LIGHTING FIXTURES FOR FLASHING BEACON
Sign lighting fixture must:
1. Be UL or ETL listed for outdoor installation
2. Include a hood with side outlet tapped for conduit, a symmetrical 10-inch steel reflector
with a white porcelain-enamel finish, and a medium base socket
3. Be rated at 150 W minimum
86-6.07 INTERNALLY ILLUMINATED STREET NAME SIGNS
Sign fixture must be:
1. Designed and constructed to prevent deformation or failure when subjected to an 85 mph
3-second-wind-gust load as specified in AASHTO publication, Standard Specifications
for Structural Supports of Highway Signs, Luminaires and Traffic Signals," and its
interim revisions
2. Manufactured from all new material and all ferrous parts must be galvanized or
cadmium-plated
3. Type A or B signs
Top and bottom must be formed or extruded aluminum and must be attached to formed or
cast aluminum end fittings. Housing must be designed for continuous sealing between top and
bottom assemblies, and end fittings, and be constructed to resist torsional twist and warp.
Opening or removing 1 panel must allow access to the interior of the sign for lamp, ballast, and
fuse replacement.
Photoelectric unit sockets are not allowed.
For Type A sign, both sides must be hinged at the top to allow installation or removal of sign
panel, and to allow access to interior of sign.
For Type B sign, sign panel must be slide-mounted into housing.
Reflectors may be used to obtain required sign brightness. Reflectors must be formed
aluminum with acrylic baked white enamel surface having a minimum reflectance of 0.85.
Sign panel must be slide-mounted or rigid-mounted in a frame, with white legend, symbols,
arrows, and border on each face. Background must be green.
Sign panels surface must be evenly illuminated. Average of brightness readings for letters
must be 150 foot-lamberts, minimum. Light transmission factor of sign panel must provide a
letter to background brightness ratio between 10 to 1 and 20 to 1. Background luminance must
not vary by more than 40 percent from the average background brightness reading. Luminance
of letters, symbols, and arrows must not vary by more than 20 percent from their average
brightness readings.
Book One- State Route 68 at San Benancio Road Intersection Improvements 305
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
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7/19/2010-U011
ROUTE-U012
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SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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APPROVING-U012
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ROUTE-U012
68-U012
AT-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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SUBSTITUTING-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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IMPROVEMENTS-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??:??Sign panels must be translucent, high impact, resistant plastic panels of one of the following:
1. Glass fiber reinforced acrylated resin
2. Polycarbonate resin
3. Cellulose acetate butyrate plastic
Paint on the outside of plastic must be protected by a plastic film that seals the front surface
of panel and filters out ultraviolet radiation. Paint must be acrylic plastic type.
Surface must be free of blemishes in the plastic or coating that may impair the serviceability
or detract from the general appearance and color matching of sign.
White or green color must not fade or darken when sign is exposed to an accelerated test of
ultraviolet light equivalent to 2 years of outdoor exposure. Green color of sign, when not
illuminated, must match Color No. 14109 of Federal Standard 595B.
Sign panel must not crack or shatter when a 1-inch diameter, steel ball with a weight of 2.4
ounces is dropped from a height of 8.5 feet above the sign panel to any point of sign panel. For
this test, sign panel must be lying in a horizontal position and supported within its frame.
For Type A sign, gasket must be installed between sign panel frame and fixture housing to
prevent water entry between frame and fixture housing. Gasket must be uniform and even-
textured, and be the closed-cell, sponge-neoprene type, designed for use at temperatures between
20 C and +74 C.
Gasket must be neatly applied to thoroughly degreased, clean surface with a suitable heat-
resistant adhesive that will not allow the gasket to slip at temperatures between 20 C and
+74 C.
Ballast must be high power factor type and capable of starting the lamp at 20 C and above.
Ballast for Type A sign must be rated at 200 mA. Ballasts for Type B sign must be rated at
430 mA. Ballast must be UL or ETL listed for operation on 110 to 125 V(ac), 60 Hz circuits,
and comply with ANSI C 82.1 and ANSI C 82.2.
Lampholder must be UL or ETL listed for outdoor use and of the spring-loaded type.
Lampholder must have silver-coated contacts and waterproofed entrance leads for use with a
rapid-start fluorescent lamp. Removal of lamp from socket must de-energize the primary of
ballast. Each lampholder must include heat-resistant, circular cross section, partially-recessed
neoprene ring to seal against lamp ends and protect electrical contacts from moisture, dirt or
other injurious elements.
Distance between face of lampholders must be designed to provide compression of at least
0.10 inch on the spring-type lampholder when lamp is in place. Lamp must have positive
mechanical and electrical contact when lamp is in place. Socket on spring-type lampholder must
have sufficient travel to allow lamp installation. Spring must not be a part of current carrying
circuit. Lampholder must match lamp requirements and must not increase cathode filament
circuit resistance by more than 0.10 Q.
Lamp must comply with ANSI C 78.
Wiring connections in fixture must be terminated on molded, phenolic, barrier-type, terminal
blocks rated at 15 A, 1,000 V(ac), and must have integral-type white waterproof-marking strips.
Current carrying parts of terminal blocks must be insulated from fixture with integral plugs or
strips to provide protection from line-to-ground flashover voltage. If you choose to use
sectionalized terminal blocks, each section must include an integral barrier on each side and be
capable of rigid mounting and alignment. Terminal screws must be No. 10, minimum.
Fuses must be Type 3AG, miniature, slow-blowing type with appropriate current and voltage
ratings.
Fuseholder must be a panel-mounting type with threaded or bayonet-type knob that grips the
fuse tightly for extraction. Use a separate fuse for each ballast.
Book One- State Route 68 at San Benancio Road Intersection Improvements 306
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??;??Screened weep holes must be constructed at strategic locations in members subject to
moisture collection.
Fasteners, screws, and hardware must be passive stainless steel, Type 302 or 304, or
aluminum Type 6060-T6.
Top of fixture housing must have 2 free-swinging mounting brackets. Each bracket must be
adjustable vertically for leveling the sign to either a straight or curved mast arm. Bracket
assembly must allow fixture to swing perpendicular to the sign panel.
Hinge pins for the free-swinging brackets must have a minimum diameter of 1/4 inch.
Message, as shown on the plans, must be displayed on both sign panels.
If not shown on the plans, the message and the size of symbols or arrows will be given by the
Engineer at your request. Letters must be 8-inch upper case and 6-inch lower case, Series E.
Fixture conductors must be UL- or ETL-listed AWM stranded copper wire with 28 mils,
minimum, thermoplastic insulation, rated at 1,000 V(ac) and rated for use at 90 C. Conductors
must be No. 16 minimum and must match color coding of ballast leads.
Conductors within the fixture must be secured with easily removable spring cross straps, not
clamped, in the chassis or fixture. Straps must be installed 12 inches apart or less.
Stranded copper conductors connected to screw-type terminals must terminate in approved
crimp-type ring connectors.
Splices are not allowed within fixture.
Submit shop drawings showing the message for each sign, including size of letters, symbols
or arrows, as shown on the plans. If requested, you must supply, without cost to the State,
sufficient samples of materials to be used in the manufacturing of the sign or a complete sign
assembly, to allow adequate testing and evaluation of compliance to specified requirements.
86-6.08 PHOTOELECTRIC CONTROLS
Photoelectric controls must be capable of directly switching multiple lighting systems.
86-6.08A Types
Photoelectric control type must comply with the following:
Type I Includes a remote photoelectric unit and a test switch housed in an enclosure.
Type II Includes a remote photoelectric unit, a separate contactor located in a service
equipment enclosure, and a test switch located in service equipment enclosure.
Type III Includes a remote photoelectric unit, a separate contactor, and a test switch
housed in an enclosure.
Type IV Includes a photoelectric unit that plugs into an EEI-NEMA twist-lock
receptacle integral with the luminaire.
Type V Includes a photoelectric unit, contactor, and test switch located in service
equipment enclosure.
A switch to allow manual operation of lighting circuit must be included for each Type I,
Type II, Type III, and Type V photoelectric control. Switches must be single-hole mounting
toggle type, single-pole, single-throw, rated at 12 A with a voltage rating that matches the circuit.
Switches must have an indicating nameplate reading Auto-Test" and be connected in parallel
with the load contacts of the photoelectric unit. Test switches must not have an OFF" position.
Photoelectric unit for Types I, II, and III photoelectric controls, must be pole-top mounted.
86-6.08B Equipment Details
86-6.08B(1) Photoelectric Unit
Photoelectric unit must:
Photoelectric Control Types
Book One- State Route 68 at San Benancio Road Intersection Improvements 307
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1. Have an output in response to changing light levels. Response level must remain stable
throughout life of control unit.
2. Have a turn-on" between I and 5 footcandles, and a turn-off' between 1.5 and 5 times
turn-on." Measurements must be made by procedures in EEI-NEMA standards for
physical and electrical interchangeability of light-sensitive control devices used in the
control of roadway lighting.
3. Have a EEI-NEMA type receptacle. Mounting brackets must be used where pole-top
mounting is not possible. Photoelectric controls must be installed at locations show on
the plans and oriented.
4. Be screened to prevent artificial light from causing cycling.
5. Have a supply voltage rating of 60 Hz, 105-130 V(ac), 210-240 V(ac), or 105-240 V(ac),
as specified.
6. Have a load rating of 800 W minimum, incandescent, high intensity discharge, or
fluorescent.
7. Operate at a temperature range of 20 C to 55 C.
8. Have a power consumption less than 10 W.
9. Be housed in a weatherproof enclosure.
10. Have a base with a 3-prong, EEI-NEMA standard, twist-lock plug mounting.
11. Have a fail-on" feature.
Unit components must not require periodic replacement.
Photoelectric controls, except Type IV and Type V, must include a 4-inch minimum inside
diameter, pole-top mounting adaptor containing a terminal block, and cable supports or clamps
to support pole wires.
For switching 480 V(ac), 60 Hz circuits, a 100 VA, minimum, 480/120 V(ac) transformer
must be installed in the contactor enclosure to allow 120 V(ac) for the photoelectric control unit.
If more than 1 photoelectric unit is to be installed at a location, a single transformer with a volt-
ampere rating capable of handling the total controlled load, may be used.
86-6.08B(2) Contactor
Contactor must:
1. Have contacts rated to switch the specified lighting load
2. Be normally open
3. Be the mechanical armature type with contacts of fine silver, silver alloy, or superior
alternative material
86-6.08B(3) Enclosure
Enclosure for Type I and Type III photoelectric controls must be NEMA 3R. Enclosure must
be supplied with a factory-applied rust-resistant prime coat and finish coat. Two applications of
paint to match the color of the standard must be applied as specified in Section 86-2.16,
Painting." Enclosure may be hot-dip galvanized instead of painting. A minimum of 2-1/2
inches must be provided between contactor terminals and end of enclosure for wiring
connections. Enclosure must be mounted on the same standard as the photoelectric unit at a
height of about 6 feet above finished grade.
86-6.08B(4) Terminal Blocks
Terminal blocks must be rated at 25 A, 600 V(ac), molded from phenolic or nylon material,
and of the barrier type with plated-brass screw terminals and integral-type marking strips.
Book One- State Route 68 at San Benancio Road Intersection Improvements 308
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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STATE-U012
ROUTE-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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DIRECTOR-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
CONSIDER-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
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AUTHORIZING-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??=??86-6.09 TRANSFORMERS
Multiple-to-multiple transformers must be single-phase dry type designed for operation on a
60 Hz supply.
86-6.09A Electrical Requirements
Transformers must have a decal showing a connection diagram. Diagram must show either
color-coding or wire-tagging with primary H1, H2) or secondary X1, X2) markers, and the
primary and secondary voltage and volt-ampere rating. Transformers must comply with the
following:
Transformer Characteristic Multiple-to-Multi le Unit
Rating 120/480 V(ac), 240/480 V(ac),
or 480/120 V(ac)
Efficiency Exceed 95 percent
Secondary Voltage Regulation 3 percent from half load to
and Tolerance full load
Secondary 480 V(ac) windings must be center-tapped.
86-6.09B Physical Requirements
External leads for multiple-to-multiple secondary connections must be Type USE, No. 10,
rated 600 V(ac).
Transformer leads must extend a minimum of 12 inches from the case.
Transformer insulation must be NEMA 185 C or better.
Multiple-to-multiple transformers must withstand the application of 2,200 V(ac) from core to
coils and from coil to coil for a 1-minute period.
The above tests must be made immediately after operation of transformer at full load for 24
hours.
Non-submersible transformers must include metal half-shell coil protection, have moisture
resistant synthetic varnish impregnated windings, and be suitable for outdoor operation in a
raintight enclosure.
Each transformer to be installed in a pull box must be the submersible type and include a
handle and a hanger.
86-6.09C Submersible Type Transformers
Submersible type transformers must be securely encased in a rugged corrosion resistant,
watertight case and must withstand a 5-day test submerged in 2 feet of salt water, 2 percent salt
by weight, with 12-hour on and off periods. The operating periods must be at full load.
Leads of submersible transformers must be brought out through one or more sealed hubs and
secured to withstand a 100 pound static pull without loosening or leaking.
86-6.10 BLANK)
86-6.11 FALSEWORK LIGHTING
86-6.11A General
Falsework lighting must include lighting to illuminate the pavement, portals, and pedestrian
walkways at or under openings in the falsework required for traffic.
Transformer Electrical Requirements
Book One- State Route 68 at San Benancio Road Intersection Improvements 309
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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68-U012
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TO-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??>??Lighting for pedestrian walkway illumination must be installed at all pedestrian openings
through or under falsework.
Before starting falsework opening construction, you must submit a plan of proposed lighting
installations for review and obtain approval. Approval will be made as specified in Section 5-
1.02, Plans and Working Drawings."
You must design falsework lighting so that required maintenance can be performed with a
minimum of inconvenience to public traffic. Closing of traffic lanes for routine maintenance
will not be permitted on roadways with posted speed limits greater than 25 mph.
Pavement under falsework with portals less than 150 feet apart and falsework portals must be
illuminated only during the hours of darkness as defined in Division 1, Section 280, of the
California Vehicle Code. Photoelectric switches must be used to control falsework lighting
systems. Pavement under falsework with portals 150 feet or more apart and all pedestrian
openings through falsework must be illuminated 24 hours per day.
Lighting fixtures must be aimed to avoid glare to oncoming motorists.
Type NMC cable with No. 12 minimum conductors, with ground wire, must be used. Fasten
cable to supporting structure at sufficient intervals to adequately support cable and within 12
inches from every box or fitting. Conductors within 8 feet of ground must be enclosed in a 1 /2
inch or larger metal conduit.
Each illumination system must be on a minimum of 1 separate branch circuit at each bridge
location. Each branch circuit must be fused, not to exceed 20 A.
For falsework lighting, you must arrange with the serving utility to complete service
connections. You must pay for energy, line extension, service, and service hookup costs.
At completion of project or when ordered by the Engineer, falsework lighting equipment will
become your property and you must remove it from the job site.
You may propose a lighting plan that fulfills light intensity requirements to the systems
specified herein. You must supply sufficient data to allow evaluation of alternative methods.
86-6.11B Pavement Illumination
Illumination of pavement at vehicular openings through falsework must comply with the
following:
1. Fixture must include R/FL commercial type floodlamp holder with protective covers.
2. Fixture must be fully adjustable with brackets and locking screws, and allow mounting
directly to a standard metal junction box.
3. Lamp must be medium-base 120 V(ac), 120 W, minimum, PAR-38 quartz-halogen
floodlamp.
4. A continuous row of fixture types required must be installed at locations and spacing
specified. Fixtures must be installed beneath falsework structure, with the end fixtures
not further than 10 feet inside portal faces. Fixtures must be installed and energized
immediately after the members supporting them have been erected.
5. Fixtures along the sides of the opening must be placed not more than 4 feet behind or 2
feet in front of the roadway face of the temporary railing. Mounting heights of fixtures
must be between 12 and 16 feet above the roadway surface and must present an
unobstructed light pattern on the pavement.
86-6.11C Portal Illumination
Illumination of falsework portals must comply with the following:
1. On each side of each entrance portal, plywood sheet clearance guides, 4 feet wide by 8
feet high, must be fastened vertically, facing traffic, with the bottom of the panel 3 feet to
Book One- State Route 68 at San Benancio Road Intersection Improvements 310
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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PROGRAM-U012
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JANUARY-U012
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JANUARY-U012
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BIB]
40444-U01
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ONE-U02
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LI21329-U03
FO21330-U03
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MODIFICATIONS-U07
TO-U07
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MONITORING-U07
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17,-U012
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24,-U012
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BIB]
40453-U01
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PROGRAM-U07
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WORKS-U08
FERNANDEZ-U09
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7/19/2010-U011
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68-U012
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RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????4 feet above the roadway. The center of the panel must be located approximately 3 feet
horizontally behind the roadway face of the railing. Panels must be freshly painted for
each installation with not less than 2 applications of flat white paint. Paint testing will
not be required.
2. If ordered by the Engineer, in order to improve the general appearance of the painted
surfaces, you must repaint designated areas and that painting will be paid for as extra
work as specified in Section 4-1.03D, Extra Work."
3. Falsework portals must be illuminated on the side facing traffic with 150 W, minimum,
PAR reflector floodlamps mounted on the structure directly over each vertical support
adjacent to the traveled way, as needed to uniformly illuminate the exterior falsework
beam, the clearance guides, and the overhead clearance sign. Each lamp must be
supported approximately 16 feet above the pavement and approximately 6 feet in front of
the portal face.
4. Portal lighting and clearance guides must be installed on the day that vertical members
are erected.
86-6.11D Pedestrian Walkway Illumination
Illumination of pedestrian openings through or under falsework must comply with the
following:
1. Fixtures must be flush-mounted in the overhead protection shield and equipped with a
damage-resistant clear polycarbonate diffuser lens. Lamps must be standard
incandescent 100 W, 120 V(ac).
2. Fixtures must be centered over the passageway at intervals of not more than 15 feet with
the end fixtures not more than 7 feet inside the end of the pedestrian openings.
3. Pedestrian passageway light systems must be installed immediately after the overhead
protection shield is erected.
86-7 REMOVING, REINSTALLING OR SALVAGING ELECTRICAL EQUIPMENT
86-7.01 REMOVING ELECTRICAL EQUIPMENT
Existing electrical equipment, pull boxes, and conduits, to be removed and not reused or
salvaged, become your property and you must dispose of it under Section 7-1.13, Disposal of
Materials Outside the Highway Right of Way." Unused underground conduit may be abandoned
in place after all conductors have been removed, except that conduit terminations from conduit to
be abandoned must be removed from pull boxes to remain.
Exercise care in salvaging equipment so that it will not be damaged or destroyed. Mast arms
must be removed from standards. Luminaires, signal heads, and signal mounting assemblies
must be removed from standards and mast arms.
Holes resulting from removing pull boxes must be filled with material equivalent to the
surrounding material.
86-7.02 REINSTALLING REMOVED ELECTRICAL EQUIPMENT
If removed electrical equipment is to be reinstalled, you must supply all necessary materials
and equipment, including signal mounting assemblies, anchor bolts, nuts, washers, and concrete
as required to complete the new installation.
Luminaires to be reinstalled must be cleaned and relamped.
Existing materials required to be reused and found to be unsatisfactory by the Engineer must
be replaced with new material and the replacement cost will be paid for as extra work as
specified in Section 4-1.03D, Extra Work."
Book One- State Route 68 at San Benancio Road Intersection Improvements 311
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??@??86-8 PAYMENT
86-8.01 PAYMENT
The contract lump sum price or prices paid for signal, ramp metering, flashing beacon,
lighting, sign illumination, traffic monitoring station, highway advisory radio systems, closed
circuit television systems, or combinations thereof; for modifying or removing those systems; for
temporary systems; or the lump sum or unit prices paid for various units of those systems; or the
lump sum or per foot price paid for conduit of the various sizes, types, and installation methods
listed in the Engineer's Estimate include full compensation for furnishing all labor, materials,
tools, equipment and incidentals, and for doing all the work involved in furnishing and installing,
modifying, or removing the systems, combinations or units thereof, including any necessary pull
boxes except if the type required is shown as a separate contract item); excavation and backfill;
concrete foundations except if shown as a separate contract item); pedestrian barricades;
furnishing and installing illuminated street name signs; installing sign panels on pedestrian
barricades, on flashing beacon standards, and on traffic signal mast arms; restoring sidewalk,
pavement and appurtenances damaged or destroyed during construction; salvaging existing
materials; and making all required tests, as shown on the plans, as specified in these
specifications and the special provisions, and as directed by the Engineer.
If poles for electrical systems are manufactured from a source located more than 300 air-line
miles from Sacramento and Los Angeles, the Department will deduct $5,000 for inspection costs
for each inspection site. If poles for electrical systems are manufactured from a source located
more than 3,000 air-line miles from Sacramento and Los Angeles, the Department will deduct
$8,000 for inspection costs for each inspection site.
Full compensation for all additional materials and labor, not shown on the plans or specified,
that are necessary to complete the installation of the various systems, is included in the prices
paid for the systems, or units thereof, except as provided in Section 86-1.06, Maintaining
Existing and Temporary Electrical Systems," and no additional compensation will be allowed
therefor.
If shown as a contract item, the contract price paid per foot for cast-in-drilled-hole concrete
pile signal foundation) includes full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in constructing reinforced
concrete pile foundations of the size shown on the Engineer's Estimate, including drilling holes,
disposing of the material resulting from drilling holes, furnishing and placing anchor bolt
assemblies and reinforcing steel, complete in place, as shown on the plans, and as specified in
these specifications and the special provisions, and as directed by the Engineer.
If shown as a contract item, non-reinforced PCC foundations will be measured and paid for
by the cubic yard for foundation concrete in the same manner as specified for minor concrete
minor structure) in Section 51, Concrete Structures."
If shown as a separate contract item by the lump sum or per foot, interconnection conduit and
cable includes all interconnection conductors, and conduit and pull boxes containing
interconnection cable and no other conductors. The quantity of interconnection conduit and
cable to be paid for by the foot is the length of that conduit. Compensation for conduit
containing interconnection cable and other conductors is included in the contract price paid for
the item requiring the other conductors.
Full compensation for furnishing, installing, maintaining, and removing falsework lighting
equipment is included in the contract prices paid for the items of work involved in the structure
that requires the falsework lighting and no additional compensation will be allowed therefor.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
Book One- State Route 68 at San Benancio Road Intersection Improvements 312
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
10-111065;-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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8/4/2010-U04
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15366-U05
3-U06
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A-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
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7/19/2010-U011
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68-U012
AT-U012
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BY-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
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B.-U012
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A-U012
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MONITORING-U012
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PROGRAM-U012
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68-U012
AT-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??A??SECTION 88 ENGINEERING FABRICS
Issued 06-05-09)
Replace Section 88 with:
SECTION 88 GEOSYNTHETICS
88-1.01 GENERAL
88-1.01A Summary
Section 88 includes specifications for geosynthetics. Geosynthetics are used for:
1. Filtration
2. Drainage
3. Reinforcement
4. Water pollution control
5. Channel and shore protection
6. Pavement interlayer
7. Separation and stabilization
88-1.01B Submittals
Submit:
1. Certificate of Compliance under Section 6-1.07, Certificates of Compliance"
2. Samples representing each lot
3. Minimum average roll values MARV)
Label submittals with the manufacturer's name and product information.
88-1.01C Quality Control and Assurance
Treat geosynthetics to resist degradation from exposure to sunlight.
geosynthetics from moisture, sunlight, and shipping and storage damage.
Using covers, protect
88-1.02 FILTRATION
88-1.02A Filter Fabric
Geosynthetics used for filter fabric must be permeable and nonwoven. Filter fabric must
consist of 1 of the following:
1. Polyester
2. Polypropylene
3. Combined polyester and polypropylene
Filter fabric must comply with:
Book One- State Route 68 at San Benancio Road Intersection Improvements 313
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
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AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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8/4/2010-U04
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300-PUBLIC-U08
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VERONICA-U09
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BY-U012
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ADOPTING-U012
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MAKING-U012
APPROPRIATE-U012
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MONITORING-U012
REPORTING-U012
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68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
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68-U012
AT-U012
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BENANCIO-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
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AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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DIRECTOR-U012
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TO-U012
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IN-U012
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ON-U012
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17,-U012
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JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??B??Filter Fabric
Property ASTM Specification
Class A Class B Class C
Grab breaking load, 1-inch grip, lb
minimum in each direction D 4632 157
Apparent elongation, percent
minimum in each direction D 4632 50
Hydraulic bursting strength, psi
minimum D 3786 210
Ultraviolet resistance, percent
minimum retained grab breaking
load, 500 hr D 4355 70
Permittivity, sec'
minimum D 4491 0.5 0.2 0.1
Apparent opening size, average roll
value, U.S. Standard sieve size
maximum D 4751 40 60 70
88-1.03 DRAINAGE
88-1.03A Geocomposite Wall Drain
Geocomposite wall drain must consist of a polymeric core with filter fabric integrally bonded
to 1 or both sides of the core creating a stable drainage void.
Filter fabric must comply with Section 88-1.02, Filtration."
Geocomposite wall drain must comply with:
Property ASTM Specification
Thickness with fabric, 2
inches
maximum
Transmissivity, gradient D 4716 4
1.0, normal stress 5,000
psf, gal/min/ft
88-1.04 REINFORCEMENT
88-1.04A Geotechnical Subsurface Reinforcement
General
Geosynthetic used for geotechnical subsurface reinforcement must be either of the following:
1. Geotextile
2. Geogrid
Geotextile permittivity must be at least 0.05 sec 1 determined under ASTM D 4491.
Geogrid must have a regular and defined open area. The open area must be from 50 to 90
percent of the total grid area.
Long Term Design Strength
Long Term Design Strength LTDS) of geosynthetic reinforcement is the ultimate tensile
strength in the primary strength direction divided by reduction factors. Calculate the LTDS from
the guidelines in Geosynthetic Research Institute GRI) Standard Practice GG4a, GRI GG4b, or
GRI GT7.
The product of the appropriate reduction factors must be at least 1.30. Determine the
reduction factor for creep using a 75-year design life for permanent applications and a 5-year
Geocom osite Wall Drain
Book One- State Route 68 at San Benancio Road Intersection Improvements 314
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
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RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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C.-U012
CONSIDER-U012
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68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
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E.-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
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68-U012
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INTERSECTION-U012
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BY-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
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TO-U012
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ON-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??C??design life for temporary applications. Determine the installation damage reduction factor based
on the characteristics of the backfill materials used.
If test data is not available, use default values of reduction factors in the GRI Standard
Practice to calculate LTDS.
Submit the LTDS and its supporting calculations at least 15 days before placing geosynthetic
reinforcement. Do not install before the Engineer's approval. The LTDS must be signed by an
engineer who is registered as a civil engineer in the State.
88-1.05 WATER POLLUTION CONTROL
Geosynthetics used for water pollution control must comply with:
Applicatio n
Silt Fence Sediment Gravel- Temporary
Filter Filled Cover
Bag Bags
Woven Non-
Property ASTM woven
Grab breaking load, 1-inch
grip, lb
minimum in each direction D 4632 120 120 255 205 200
Apparent elongation, percent
minimum, in each direction D 4632 15 50 50
Water flow rate, gallons per
minute/square foot
minimum and maximum
average roll value D 4491 10 100 100 150 80 200 80 150 75 120
Permittivity, sec"
minimum D 4491 0.1 1.1 1.0 0.2 1.0
Apparent opening size, inches
maximum average roll
value D 4751 0.023 0.023 0.033 0.016 0.007
Ultraviolet resistance, percent
minimum retained grab
breaking load, 500 hr. D 4355 70 70 70 70 70
88-1.06 CHANNEL AND SHORE PROTECTION
88-1.06A Rock Slope Protection
Rock slope protection RSP) fabric must be a permeable, nonwoven, needle-punched
geotextile. RSP fabric consists of 1 of the following:
1. Polyester
2. Polypropylene
3. Combined polyester and polypropylene
Polymers must be either virgin compounds or clean reworked material. Do not subject virgin
compounds to use or processing other than required for initial manufacture. Clean reworked
material must be previously processed material from the processor's own production that has
been reground, pelletized, or solvated. RSP fabric must not consist of more than 20 percent by
weight of clean reworked material. Do not use recycled materials from either post-consumer or
post-industrial sources.
Class 8 or Class 10 RSP fabric must comply with:
Water Pollution Control Geosynthetics
Book One- State Route 68 at San Benancio Road Intersection Improvements 315
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??D??Property ASTM Specification
Class 8 Class 10
Weight, oz/yd
minimum D 5261 7.5 9.5
Grab breaking load, lb
1-inch grip, min. in each
direction D 4632 200 250
Apparent elongation, percent
min., in each direction D 4632 50 50
Permittivity, sec
minimum D 4491 1.0 0.70
Apparent opening size, U.S.
Standard sieve size
minimum and maximum D 4751 70 100 70 100
Ultraviolet resistance, percent
minimum retained grab
breaking load, 500 hr. D4355 70 70
88-1.07 PAVEMENT INTERLAYER
88-1.07A Paving Fabric
Geosynthetics used for paving fabric must be nonwoven. Paving fabric must comply with:
Property ASTM Specification
Mass per unit area, oz/yd2
minimum D 5261 4.1
Grab breaking load, lb
1-inch grip, minimum, in each direction D 4632 100
Apparent elongation, percent
minimum in each direction D 4632 50
Hydraulic bursting strength, psi
minimum D 3786 200
Melting point, F
minimum D 276 325
Asphalt retention, gal/yd
minimum D 6140 0.2
88-1.07B Paving Mat
Geosynthetics used for paving mat must be a nonwoven fiberglass and polyester hybrid
material. Paving mat must comply with:
Property ASTM Specification
Breaking force, lb/2 inches
minimum D 5035 45
Ultimate elongation, percent
maximum D 5035 5
Mass per unit area, oz/ sq yd
minimum D 5261 3.7
Melting point, F
minimum D 276 400
Asphalt retention, gal/yd
minimum D 6140 0.10
Rock Slope Protection Fabric
Geosynthetic Paving Fabric
Geosynthetic Paving Mat
Book One- State Route 68 at San Benancio Road Intersection Improvements 316
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??E??88-1.07C Paving Grid
Geosynthetics used for paving grid must be a geopolymer material formed into a grid of
integrally connected elements with openings. Paving grid must comply with:
Property Test Specification
Class I Class II Class III
Tensile strength at
ultimate, lb/in a
minimum ASTM D 6637 560 x 1,120 560 280
Aperture size, inch
minimum Calipered 0.5 0.5 0.5
Elongation, %
maximum ASTM D 6637 12 12 12
Mass per area, oz / sqyd
minimum ASTM D 5261 16 10 5.5
Melting point, F
minimum ASTM D 276 325 325 325
Note:
a For Class I, machine direction x cross direction. For Class II and Class III, both directions.
88-1.07D Paving Geocomposite Grid
Paving geocomposite grid consists of paving grid specified under Section 88-1.07C, Paving
Grid," bonded or integrated with paving fabric specified under Section 88-1.07A, Paving
Fabric."
Paving geocomposite grid must have a peel strength of at least 10 pounds per foot
determined under ASTM D 413.
88-1.07E Geocomposite Strip Membrane
Geocomposite strip membrane must consist of various widths of strips manufactured from of
asphaltic rubber and geosynthetics. Geocomposite strip membrane must comply with:
Property ASTM Specification
Strip tensile strength, lbs/inch
minimum D 882 50
Elongation at break, %
minimum D 882 50
Resistance to puncture, lbs.
minimum E 154 200
Permeance, perms
maximum E 96/E 96M 0.10
Pliability, 1/4 inch mandrel with sample No cracks in
conditioned at 25 F D 146 fabric or bitumen
Melting point, F D 276 325
88-1.08 SEPARATION AND STABILIZATION
88-1.08A Subgrade Enhancement Geotextile
Subgrade enhancement geotextile must consist of either of the following:
1. Polyester
2. Polypropylene
Geocomposite Strip Membrane
Geosynthetic Paving Grid
Book One- State Route 68 at San Benancio Road Intersection Improvements 317
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
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AT-U012
SAN-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??F??Subgrade enhancement geotextile must comply with:
Property ASTM Specification'
Class Al Class A2 Class B1 Class B2 Class B3
Elongation at break, % D 4632 50 50 50 50 50
Grab tensile strength, lb
minimum D4632 250 160 320 200
Wide width tensile strength at 5%
strain, lb/ft
minimum D 4595 2,000
Wide width tensile strength at
ultimate strength, lb/ft
minimum D 4595 4,800
Tear strength, lb
minimum D 4533 90 60 120 80
Puncture strength, lb
minimum D 6241 500 310 620 620 430
Permittivity, sec-'
minimum D 4491 0.05 0.05 0.20 0.20 0.20
Apparent opening size, inches
maximum D 4751 0.012 0.012 0.024 0.012 0.012
Ultraviolet stability retained
strength after 500 hrs exposure), %
minimum D 4355 70 70 70 70 70
Notes:
a Specifications are based on minimum average roll value in the weaker principle direction except apparent opening
size is based on maximum average roll value.
88-1.09 PAYMENT
The Department measures and pays for geosynthetics under the specifications requiring their
use.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 90 PORTLAND CEMENT CONCRETE
Issued 06-05-09)
Replace Section 90 with:
SECTION 90 PORTLAND CEMENT CONCRETE
90-1 GENERAL
90-1.01 DESCRIPTION
Portland cement concrete shall be composed of cementitious material, fine aggregate, coarse
aggregate, admixtures if used, and water, proportioned and mixed as specified in these
specifications.
The Contractor shall determine the mix proportions for concrete in conformance with these
specifications.
Sub grade Enhancement Geotextile
Book One- State Route 68 at San Benancio Road Intersection Improvements 318
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
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D.-U012
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SIGN-U012
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DIRECTOR-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
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ROUTE-U012
68-U012
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STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??G??Minor concrete shall contain not less than 505 pounds of cementitious material per cubic
yard unless otherwise specified in these specifications or the special provisions.
Unless otherwise designated on the plans or specified in these specifications or the special
provisions, the amount of cementitious material used per cubic yard of concrete in structures or
portions of structures shall conform to the following:
Use Cementitious Material Content
Pounds/CY)
Concrete designated by compressive strength:
Deck slabs and slab spans of bridges 675 min., 800 max.
Roof sections of exposed top box culverts 675 min., 800 max.
Other portions of structures 590 min., 800 max.
Concrete not designated by compressive strength:
Deck slabs and slab spans of bridges 675 min.
Roof sections of exposed top box culverts 675 min.
Prestressed members 675 min.
Seal courses 675 min.
Other portions of structures 590 min.
Concrete for precast members 590 min., 925 max.
Except for when a modulus of rupture is specified, the minimum required compressive
strength for concrete shall be the strength specified, or 2,500 pounds per square inch, whichever
is greater. Concrete shall be proportioned such that the concrete will attain the minimum
required compressive strength.
If the specified 28-day compressive strength is greater than 3,600 pounds per square inch, the
concrete shall be designated by compressive strength, and 42 days will be allowed to obtain the
specified strength.
For concrete not designated by compressive strength, the Engineer may test the concrete for
compressive strength. The concrete will be accepted if the compressive strength at 28 days
attains 85 percent or more of the minimum required compressive strength.
Concrete shall be proportioned to conform to the following shrinkage limitations when tested
in conformance with the requirements of AASHTO Designation: T 160, modified as follows:
Condition Maximum Shrinkage of Laboratory Cast
Specimens at 28 days Drying average of 3, %)
Paving and approach slab concrete 0.050
Bridge deck concrete 0.045
Note: Shrinkage requirement is waived for concrete that is used for precast elements.
Shrinkage tests shall be either:
A. Performed by a laboratory accredited to perform AASHTO Designation: T 160, or
B. Performed by a laboratory that maintains a current rating of 3 or better for the Cement
and Concrete Reference Laboratory CCRL) concrete proficiency sample program.
Laboratory cast specimens shall have a 4" x 4" cross section. Specimens shall be removed
from the molds 23 1 hours after mixing the concrete and placed in lime water at 73 3 F to 7
days age. A comparator reading shall be taken at 7 days age and recorded as the initial reading.
Specimens then shall be stored in a humidity controlled room maintained at 73 3 F and 50 4
percent relative humidity for the remainder of the test. Subsequent readings shall be taken at 7,
14, 21, and 28 days drying.
Test data verifying conformance to the shrinkage limitations shall be submitted with the mix
design. Shrinkage testing data accepted by the Engineer no more than 3 years prior to the first
Book One- State Route 68 at San Benancio Road Intersection Improvements 319
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MITIGATION-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??H??working day of this contract will be acceptable for this entire contract, provided the data was for
concrete with similar proportions and the same materials and material sources to be used on this
contract. Concrete shall be considered to have similar proportions if, when compared to concrete
to be used on this project, no more than 2 mix design elements are varied. Varied mix design
elements shall fall within the tolerances in the following table:
Mix Design Element Tolerance
Water to cementitious material ratio 0.03
Total water content 5%
Coarse aggregate weight per cubic yard) 10 %
Fine aggregate weight per cubic yard) 10 %
Supplementary cementitious material content 5%
Admixture as originally dosed) 25 %
Note: Admixtures must be of the same brand.
Before using concrete or in advance of revising the mix proportions, the Contractor shall
submit in writing to the Engineer a copy of the mix design.
Compliance with cementitious material content requirements will be verified in conformance
with procedures described in California Test 518 for cement content. For testing purposes,
supplementary cementitious material SCM) shall be considered to be cement. Batch
proportions shall be adjusted as necessary to produce concrete having the specified cementitious
material content.
If any concrete has a cementitious material, portland cement, or SCM content that is less than
the minimum required, the concrete shall be removed. However, if the Engineer determines that
the concrete is structurally adequate, the concrete may remain in place and the Contractor shall
pay to the State $0.25 for each pound of cementitious material, portland cement, or SCM that is
less than the minimum required. The Department may deduct the amount from any moneys due,
or that may become due, the Contractor under the contract. The deductions will not be made
unless the difference between the contents required and those actually provided exceeds the
batching tolerances permitted by Section 90-5, Proportioning." No deductions will be made
based on the results of California Test 518.
The requirements of the preceding paragraph shall not apply to minor concrete.
90-2 MATERIALS
90-2.01 CEMENTITIOUS MATERIALS
Unless otherwise specified, cementitious material shall be either a combination of Type II or
Type V portland cement and SCM, or a blended cement. No cementitious material shall be used
in the work unless it is on the Department's Pre-Qualified Products List at the time of mix design
submittal. Information regarding cementitious material qualification and placement on the
Department's approved list can be obtained at the Transportation Laboratory.
Cementitious materials used in cast-in-place concrete for exposed surfaces of like elements
of a structure shall be from the same sources and of the same proportions.
Cementitious materials shall be protected from moisture until used. Sacked cementitious
materials shall be piled to permit access for tallying, inspecting, and identifying each shipment.
Facilities shall be provided to ensure that the various cementitious materials meeting this
Section 90-2.01 are kept separate from each other and from other cementitious materials. A
storage silo containing a cementitous material shall be emptied before using that silo for a
different cementitious material. Blended cements with a percentage of SCM differing by more
than 2 percentage points are considered different cementitious materials. Sampling cementitious
materials shall be in conformance with California Test 125.
Book One- State Route 68 at San Benancio Road Intersection Improvements 320
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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10-111065;-U012
D.-U012
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DIRECTOR-U012
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TO-U012
SIGN-U012
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E.-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??I??The Contractor shall furnish a Certificate of Compliance for cementitious materials in
conformance with the provisions in Section 6-1.07, Certificates of Compliance." The
Certificate of Compliance shall indicate the source by name and location including country,
state, and city). If cementitious material is delivered directly to the job site, the Certificate of
Compliance shall be signed by the cementitious material supplier. If the cementitious material is
used in ready-mixed concrete or in precast concrete products purchased as such by the
Contractor, the Certificate of Compliance shall be signed by the manufacturer of the concrete or
product. If blended cement is used, the Certificate of Compliance shall include a statement
signed by the blended cement supplier that indicates the actual percentage, by weight, of SCM in
the blend. Weight of SCM shall be by weighing device conforming to Section 9-1.01,
Measurement of Quantities," or as determined by chemical analysis.
90-2.01A Cement
Portland cement shall conform to the requirements in ASTM Designation: C 150 except the
C3S content of Type II cement shall not exceed 65 percent.
Blended cement shall conform to the requirements for Portland Blast-Furnace Slag Cement,
Type IS MS) or Portland-Pozzolan Cement, Type IP MS) in AASHTO Designation: M 240,
except that the maximum limits on the pozzolan content shall not apply. Blended cement shall
be comprised of Type II or Type V cement and SCM produced either by intergrinding portland
cement clinker and SCM, by blending portland cement and either finely ground granulated blast
furnace slag or finely divided pozzolan, or a combination of intergrinding and blending.
In addition, Type II portland cement and Type V portland cement shall conform to the
following requirements:
A. The cement shall not contain more than 0.60-percent by mass of alkalies, calculated as
the percentage of Na2O plus 0.658 times the percentage of K20, when determined by
methods as required in AASHTO Designation: T 105; and
B. The autoclave expansion shall not exceed 0.50-percent
Type III portland cement shall be used only as specified or with the approval of the Engineer.
Type III portland cement shall conform to the additional requirements listed above for Type II
portland cement. The Contractor may use Type III portland cement in the manufacturing of
precast concrete.
90-2.01B Supplementary Cementitious Materials
Each supplementary cementitious material shall conform to one of the following:
A. Fly ash conforming to the requirements in AASHTO Designation: M 295, Class F, and
these specifications. The available alkali, as sodium oxide equivalent, shall not exceed
1.5 percent when determined in conformance with the requirements in ASTM
Designation: C 311 or the total alkali, as sodium oxide equivalent, shall not exceed 5.0
percent when determined in conformance with the requirements in AASHTO
Designation: T 105.
B. Ultra fine fly ash UFFA) conforming to the requirements in AASHTO Designation: M
295, Class F, and the following chemical and physical requirements:
Book One- State Route 68 at San Benancio Road Intersection Improvements 321
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??J??Chemical Requirements Percent
Sulfur Trioxide SO3) 1.5 max.
Loss on ignition 1.2 max.
Available Alkalies as Na2 O) equivalent 1.5 max.
Physical Requirements Percent
Particle size distribution
Less than 3.5 microns 50
Less than 9.0 microns 90
Strength Activity Index with portland cement
7 days 95 minimum % of control)
28 days 110 minimum % of control)
Expansion at 16 days when testing job materials in 0.10 max.
conformance with ASTM C 1567*
* In the test mix, Type 11 or Type V portland cement shall be replaced with at least 12% UFFA by weight.
C. Raw or calcined natural pozzolans conforming to the requirements in AASHTO
Designation: M 295, Class N. and the following requirements and these specifications.
The available alkali, as sodium oxide equivalent, shall not exceed 1.5 percent when
determined in conformance with the requirements in ASTM Designation: C 311 or the
total alkali, as sodium oxide equivalent, shall not exceed 5.0 percent when determined in
conformance with the requirements in AASHTO Designation: T 105.
D. Metakaolin conforming to the requirements in AASHTO Designation: M 295, Class N,
and the following chemical and physical requirements:
Chemical Requirements Percent
Silicon Dioxide SiO2) + Aluminum Oxide A1203) 92.0 min.
Calcium Oxide CaO) 1.0 max
Sulfur Trioxide SO3) 1.0 max.
Loss on ignition 1.2 max.
Available Alkalies as Na20) equivalent 1.0 max.
Physical Requirements Percent
Particle size distribution 95
Less than 45 microns
Strength Activity Index with portland cement
7 days 100 minimum % of control)
28 days 100 minimum % of control)
E. Ground Granulated Blast Furnace Slag GGBFS) conforming to the requirements in
AASHTO Designation: M 302, Grade 100 or Grade 120.
F. Silica Fume conforming to the requirements of AASHTO Designation: M 307, with
reduction in mortar expansion of 80 percent, minimum, using the cement from the
proposed mix design.
Commingling of fly ash from different sources at uncontrolled ratios is permissible only if
the following criteria are satisfied:
A. Sources of fly ash to be commingled shall each produce fly ash that conforms to the
requirements in AASHTO Designation: M 295, Class F.
B. Testing of the commingled product is the responsibility of the fly ash supplier.
C. Each fly ash's running average of relative density shall not differ from any other by more
than 0.25 pound per cubic inch at the time of commingling.
Book One- State Route 68 at San Benancio Road Intersection Improvements 322
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??K??D. Each fly ash's running average of loss on ignition shall not differ from any other by more
than one percent at the time of commingling.
E. The final product of commingled fly ash shall conform to the requirements in AASHTO
Designation: M 295, Class F.
90-2.01C Required Use Of Supplementary Cementitious Materials
General
The amount of portland cement and SCM used in portland cement concrete shall conform to
the minimum cementitious material content provisions in Section 90-1.01, Description," or
Section 90-4.05, Optional Use of Chemical Admixtures," and these specifications.
The SCM content in portland cement concrete shall conform to one of the following:
A. Any combination of portland cement and at least one SCM, satisfying Equations 1) and
2):
Equation 1)
25xUF)+(12xFA)+(IOxFB)+(6xSL) X
MC
Where:
UF Silica fume, metakaolin, or UFFA, including the amount in blended cement,
pounds per cubic yard.
FA Fly ash or natural pozzolan conforming to the requirements in AASHTO
Designation: M 295, Class F or N with a CaO content up to 10 percent, including
the amount in blended cement, pounds per cubic yard.
FB Fly ash or natural pozzolan conforming to the requirements in AASHTO
Designation: M 295, Class F or N with a CaO content up to 15 percent, including
the amount in blended cement, pounds per cubic yard.
SL GGBFS, including the amount in blended cement, pounds per cubic yard.
MC Minimum amount of cementitious material specified, pounds per cubic yard.
X 1.8 for innocuous aggregate, 3.0 for all other aggregate.
Equation 2)
MC MSCM PC 0
Where:
MC Minimum amount of cementitious material specified, pounds per cubic yard.
MSCM The minimum sum of SCMs that satisfies Equation 1) above, pounds per cubic
yard.
PC The amount of portland cement, including the amount in blended cement, pounds
per cubic yard.
B. 15 percent of Class F fly ash with at least 48 ounces of LiNO3 solution added per 100
pounds of portland cement. CaO content of the fly ash shall not exceed 15 percent.
Book One- State Route 68 at San Benancio Road Intersection Improvements 323
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??L??Precast Concrete
The SCM content in precast portland cement concrete shall conform to one of the following:
A. Any combination of portland cement and SCM, satisfying the following equation:
Equation 3)
25xUF)+(12xFA)+(IOxFB)+(6xSL) X
TC
Where:
UF Silica fume, metakaolin, or UFFA, including the amount in blended cement,
pounds per cubic yard.
FA Fly ash or natural pozzolan conforming to the requirements in AASHTO
Designation: M 295, Class F or N with a CaO content up to 10 percent, including
the amount in blended cement, pounds per cubic yard.
FB Fly ash or natural pozzolan conforming to the requirements in AASHTO
Designation: M 295, Class F or N with a CaO content up to 15 percent, including
the amount in blended cement, pounds per cubic yard.
SL GGBFS, including the amount in blended cement, pounds per cubic yard.
TC Total amount of cementitious material used in the mix, pounds per cubic yard.
X 0.0 if precast members are constructed with portland cement concrete using
aggregate that is innocuous" in conformance with the provisions in Section 90-
2.02, Aggregates."
X 3.0 for all other aggregate.
B. 15 percent of Class F fly ash with at least 48 ounces of LiNO3 solution added per 100
pounds of portland cement. CaO content of the fly ash shall not exceed 15 percent.
C. Any combination of supplementary cementitious material and portland cement may be
used if the expansion of cementitious material and aggregate does not exceed 0.10
percent when tested in conformance with the requirements in ASTM C 1567. Test data
shall be submitted with each mix design. Test data accepted by the Engineer no more
than 3 years prior to the first working day of this contract will be acceptable for this
entire contract, provided the data was for the same concrete mix and the same materials
and material sources to be used on this contract.
90-2.02 AGGREGATES
To be considered innocuous, aggregate must be on the Department's approved list,
Innocuous Aggregates for use in Concrete." Information regarding aggregate qualification and
placement on the Department's approved list can be obtained at the Transportation Laboratory.
Both coarse and fine aggregate must be on the approved list for the aggregate used in
concrete to be considered innocuous.
Aggregates shall be free from deleterious coatings, clay balls, roots, bark, sticks, rags, and
other extraneous material.
The Contractor shall provide safe and suitable facilities, including necessary splitting devices
for obtaining samples of aggregates, in conformance with California Test 125.
Aggregates shall be of such character that it will be possible to produce workable concrete
within the limits of water content provided in Section 90-6.06, Amount of Water and
Penetration."
Book One- State Route 68 at San Benancio Road Intersection Improvements 324
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??M??Aggregates shall have not more than 10 percent loss when tested for soundness in
conformance with the requirements in California Test 214. The soundness requirement for fine
aggregate will be waived, provided that the durability index, Df, of the fine aggregate is 60 or
greater when tested for durability in conformance with California Test 229.
If the results of any one or more of the Cleanness Value, Sand Equivalent, or aggregate
grading tests do not meet the requirements specified for Operating Range" but all meet the
Contract Compliance" requirements, the placement of concrete shall be suspended at the
completion of the current pour until tests or other information indicate that the next material to
be used in the work will comply with the requirements specified for Operating Range."
If the results of either or both the Cleanness Value and coarse aggregate grading tests do not
meet the requirements specified for Contract Compliance," the concrete that is represented by
the tests shall be removed. However, if the Engineer determines that the concrete is structurally
adequate, the concrete may remain in place, and the Contractor shall pay to the State $3.50 per
cubic yard for paving concrete and $5.50 per cubic yard for all other concrete for the concrete
represented by these tests and left in place. The Department may deduct the amount from any
moneys due, or that may become due, the Contractor under the contract.
If the results of either or both the Sand Equivalent and fine aggregate grading tests do not
meet the requirements specified for Contract Compliance," the concrete which is represented by
the tests shall be removed. However, if the Engineer determines that the concrete is structurally
adequate, the concrete may remain in place, and the Contractor shall pay to the State $3.50 per
cubic yard for paving concrete and $5.50 per cubic yard for all other concrete for the concrete
represented by these tests and left in place. The Department may deduct the amount from any
moneys due, or that may become due, the Contractor under the contract.
The 2 preceding paragraphs apply individually to the Contract Compliance" requirements
for coarse aggregate and fine aggregate. When both coarse aggregate and fine aggregate do not
conform to the Contract Compliance" requirements, both paragraphs shall apply. The payments
specified in those paragraphs are in addition to any payments made in conformance with the
provisions in Section 90-1.01, Description."
No single Cleanness Value, Sand Equivalent, or aggregate grading test shall represent more
than 300 cubic yards of concrete or one day's pour, whichever is smaller.
When the source of an aggregate is changed, the Contractor shall adjust the mix proportions
and submit in writing to the Engineer a copy of the mix design before using the aggregates.
90-2.02A Coarse Aggregate
Coarse aggregate shall consist of gravel, crushed gravel, crushed rock, reclaimed aggregate,
crushed air-cooled iron blast furnace slag or combinations thereof. Crushed air-cooled blast
furnace slag shall not be used in reinforced or prestressed concrete.
Reclaimed aggregate is aggregate that has been recovered from plastic concrete by washing
away the cementitious material. Reclaimed aggregate shall conform to all aggregate
requirements.
Coarse aggregate shall conform to the following quality requirements:
Tests California
Test
Requirements
Loss in Los Angeles Rattler after 500 211 45% max.
revolutions)
Cleanness Value
Operating Range 227 75 min.
Contract Compliance 227 71 min.
Book One- State Route 68 at San Benancio Road Intersection Improvements 325
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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AUTHORIZING-U012
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WORKS-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??N??In lieu of the above Cleanness Value requirements, a Cleanness Value Operating Range"
limit of 71, minimum, and a Cleanness Value Contract Compliance" limit of 68, minimum, will
be used to determine the acceptability of the coarse aggregate if the Contractor furnishes a
Certificate of Compliance, as provided in Section 6-1.07, Certificates of Compliance,"
certifying that:
A. Coarse aggregate sampled at the completion of processing at the aggregate production
plant had a Cleanness Value of not less than 82 when tested in conformance with the
requirements in California Test 227; and
B. Prequalification tests performed in conformance with the requirements in California Test
549 indicated that the aggregate would develop a relative strength of not less than 95
percent and would have a relative shrinkage not greater than 105 percent, based on
concrete.
90-2.02B Fine Aggregate
Fine aggregate shall consist of natural sand, manufactured sand produced from larger
aggregate or a combination thereof. Manufactured sand shall be well graded.
Fine aggregate shall conform to the following quality requirements:
California
Test Test Requirements
Organic Impurities 213 Satisfactorya
Mortar Strengths Relative to Ottawa Sand 515 95%, min.
Sand Equivalent:
Operating Range 217 75, min.
Contract Compliance 217 71, min.
a Fine aggregate developing a color darker than the reference standard color
solution may be accepted if it is determined by the Engineer, from mortar
strength tests, that a darker color is acceptable.
In lieu of the above Sand Equivalent requirements, a Sand Equivalent Operating Range"
limit of 71, minimum, and a Sand Equivalent Contract Compliance" limit of 68, minimum, will
be used to determine the acceptability of the fine aggregate if the Contractor furnishes a
Certificate of Compliance, as provided in Section 6-1.07, Certificates of Compliance,"
certifying that:
A. Fine aggregate sampled at the completion of processing at the aggregate production plant
had a Sand Equivalent value of not less than 82 when tested by California Test 217; and
B. Prequalification tests performed in conformance with California Test 549 indicated that
the aggregate would develop a relative strength of not less than 95 percent and would
have a relative shrinkage not greater than 105 percent, based on concrete.
90-2.03 WATER
In conventionally reinforced concrete work, the water for curing, for washing aggregates, and
for mixing shall be free from oil and shall not contain more than 1,000 parts per million of
chlorides as Cl, when tested in conformance with California Test 422, nor more than 1,300 parts
per million of sulfates as SO4, when tested in conformance with California Test 417. In
prestressed concrete work, the water for curing, for washing aggregates, and for mixing shall be
free from oil and shall not contain more than 650 parts per million of chlorides as Cl, when
tested in conformance with California Test 422, nor more than 1,300 parts per million of sulfates
as SO4, when tested in conformance with California Test 417. In no case shall the water contain
Book One- State Route 68 at San Benancio Road Intersection Improvements 326
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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D.-U012
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AUTHORIZING-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??O??an amount of impurities that will cause either: 1) a change in the setting time of cement of more
than 25 percent when tested in conformance with the requirements in ASTM Designation: C 191
or ASTM Designation: C 266 or 2) a reduction in the compressive strength of mortar at 14 days
of more than 5 percent, when tested in conformance with the requirements in ASTM
Designation: C 109, when compared to the results obtained with distilled water or deionized
water, tested in conformance with the requirements in ASTM Designation: C 109.
In nonreinforced concrete work, the water for curing, for washing aggregates and for mixing
shall be free from oil and shall not contain more than 2,000 parts per million of chlorides as Cl,
when tested in conformance with California Test 422, or more than 1,500 parts per million of
sulfates as SO4, when tested in conformance with California Test 417.
In addition to the above provisions, water for curing concrete shall not contain impurities in a
sufficient amount to cause discoloration of the concrete or produce etching of the surface.
Water reclaimed from mixer wash-out operations may be used in mixing concrete. The
water shall not contain coloring agents or more than 300 parts per million of alkalis Na2O +
0.658 K20) as determined on the filtrate. The specific gravity of the water shall not exceed 1.03
and shall not vary more than +0.010 during a day's operations.
90-2.04 Admixture Materials
Admixture materials shall be stored and dispersed in liquid form and conform to the
following requirements:
A. Chemical Admixtures-ASTM Designation: C 494.
B. Air-entraining Admixtures-ASTM Designation: C 260.
C. Lithium Nitrate shall be in an aqueous solution conforming to the following:
1. Lithium Nitrate LiNO3) must be 30 percent +/- 0.5 percent by weight
2. Sulfate SO4) must be less than 1000 ppm
3. Chloride Cl) must be less than 1000 ppm
4. Alkalis Na2O + 0.658 K20) must be less than 1000 ppm
90-3 AGGREGATE GRADINGS
90-3.01 GENERAL
Before beginning concrete work, the Contractor shall submit in writing to the Engineer the
gradation of the primary aggregate nominal sizes that the Contractor proposes to furnish. If a
primary coarse aggregate or the fine aggregate is separated into 2 or more sizes, the proposed
gradation shall consist of the gradation for each individual size, and the proposed proportions of
each individual size, combined mathematically to indicate one proposed gradation. The
proposed gradation shall meet the grading requirements shown in the table in this section, and
shall show the percentage passing each of the sieve sizes used in determining the end result.
The Engineer may waive, in writing, the gradation requirements in this Section 90-3.01 and
in Sections 90-3.02, Coarse Aggregate Grading," 90-3.03, Fine Aggregate Grading," and 90-
3.04, Combined Aggregate Gradings," if, in the Engineer's opinion, furnishing the gradation is
not necessary for the type or amount of concrete work to be constructed.
Gradations proposed by the Contractor shall be within the following percentage passing
limits:
Book One- State Route 68 at San Benancio Road Intersection Improvements 327
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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PROGRAM-U012
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68-U012
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ROUTE-U012
68-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??P??Primary Aggregate Nominal Size Sieve Size Limits of Pro osed Gradation
1-1/2"x3/4" 1" 19-41
1" x No. 4 3/4" 52 85
1"xNo.4 3/8" 15-38
1/2" x No. 4 3/8" 40 78
3/8" x No. 8 3/8" 50 85
Fine Aggregate No. 16 55 75
Fine Aggregate No. 30 34 46
Fine Aggregate No. 50 16 29
Should the Contractor change the source of supply, the Contractor shall submit in writing to
the Engineer the new gradations before their intended use.
90-3.02 COARSE AGGREGATE GRADING
The grading requirements for coarse aggregates are shown in the following table for each
size of coarse aggregate:
Percentage Passing Primary Aggregate Nominal Sizes
1-1/2" x 3/4" 1" x No. 4 1/2" x No. 4 3/8" x No. 8
Sieve Sizes Operating
Range Contract
Compliance Operating
Range Contract
Compliance Operating
Range Contract
Compliance Operating
Range Contract
C2LnEliance
2" 100 100
1-1/2" 88 100 85 100 100 100
1" X?18 X 25 88 100 86 100
3/4" 0- 17 0-20 X?15 X?22 100 100
1/2" 82 100 80 100 100 100
3/8" 0-7 0-9 X?15 X?22 X?15 X?22 X?15 X?20
No.4 0-16 0-18 0-15 0-18 0-25 0-28
No.8 0-6 0-7 0-6 0-7 0-6 0-7
In the above table, the symbol X is the gradation that the Contractor proposes to furnish for
the specific sieve size as provided in Section 90-3.01, General."
Coarse aggregate for the 1-1/2 inch, maximum, combined aggregate grading as provided in
Section 90-3.04, Combined Aggregate Gradings," shall be furnished in 2 or more primary
aggregate nominal sizes. Each primary aggregate nominal size may be separated into 2 sizes and
stored separately, provided that the combined material conforms to the grading requirements for
that particular primary aggregate nominal size.
When the one inch, maximum, combined aggregate grading as provided in Section 90-3.04,
Combined Aggregate Gradings," is to be used, the coarse aggregate may be separated into 2
sizes and stored separately, provided that the combined material shall conform to the grading
requirements for the 1 x No. 4 primary aggregate nominal size.
90-3.03 FINE AGGREGATE GRADING
Fine aggregate shall be graded within the following limits:
Book One- State Route 68 at San Benancio Road Intersection Improvements 328
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Q?? Percentage Passing
Sieve Sizes Operating Range Contract Compliance
3/8" 100 100
No. 4 95 100 93 100
No. 8 65 95 61 99
No.16 Xd10 X?13
No.30 X?9 X?12
No. 50 X f6 X 9
No. 100 2-12 1 15
No. 200 0-8 0-10
In the above table, the symbol X is the gradation that the Contractor proposes to furnish for
the specific sieve size as provided in Section 90-3.01, General."
In addition to the above required grading analysis, the distribution of the fine aggregate sizes
shall be such that the difference between the total percentage passing the No. 16 sieve and the
total percentage passing the No. 30 sieve shall be between 10 and 40, and the difference between
the percentage passing the No. 30 and No. 50 sieves shall be between 10 and 40.
Fine aggregate may be separated into 2 or more sizes and stored separately, provided that the
combined material conforms to the grading requirements specified in this Section 90-3.03.
90-3.04 COMBINED AGGREGATE GRADINGS
Combined aggregate grading limits shall be used only for the design of concrete mixes.
Concrete mixes shall be designed so that aggregates are combined in proportions that shall
produce a mixture within the grading limits for combined aggregates as specified herein.
The combined aggregate grading, except when otherwise specified in these specifications or
the special provisions, shall be either the 1-1/2 inch, maximum grading, or the 1 inch, maximum
grading, at the option of the Contractor.
Percentage Passing
Sieve Sizes 1-1/2" Max. 1" Max. 1/2" Max. 3/8" Max.
2" 100
1-1/2" 90- 100 100
1" 50-86 90-100
3/4" 45 75 55 100 100
1/2" 90 100 100
3/8" 38-55 45-75 55-86 50-100
No. 4 30 45 35 60 45 63 45 63
No. 8 23 38 27 45 35 49 35 49
No. 16 17 33 20 35 25 37 25 37
No. 30 10 22 12 25 15 25 15-25
No.50 4-10 5-15 5-15 5-15
No.100 1-6 1-8 1-8 1-8
No.200 0-3 0-4 0-4 0-4
Changes from one grading to another shall not be made during the progress of the work
unless permitted by the Engineer.
90-4 ADMIXTURES
90-4.01 GENERAL
Admixtures used in portland cement concrete shall conform to and be used in conformance
with the provisions in this Section 90-4 and the special provisions. Admixtures shall be used
Grading Limits of Combined Aggregates
Book One- State Route 68 at San Benancio Road Intersection Improvements 329
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
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E.-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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ADOPTING-U012
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ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??R??when specified or ordered by the Engineer and may be used at the Contractor's option as
provided herein.
Chemical admixtures and air-entraining admixtures containing chlorides as Cl in excess of
one percent by weight of admixture, as determined by California Test 415, shall not be used.
Admixtures shall be uniform in properties throughout their use in the work. Should it be
found that an admixture as furnished is not uniform in properties, its use shall be discontinued.
If more than one admixture is used, the admixtures shall be compatible with each other so
that the desirable effects of all admixtures used will be realized.
Chemical admixtures shall be used in conformance with the manufacturer's written
recommendations. The manufacturer's written recommendations shall include a statement that
the admixtures are compatible with the types and amounts of SCMs used.
90-4.02 MATERIALS
Admixture materials shall conform to the provisions in Section 90-2.04, Admixture
Materials."
90-4.03 ADMIXTURE APPROVAL
No admixture brand shall be used in the work unless it is on the Department's current list of
approved brands for the type of admixture involved. Information regarding admixture
qualification and placement on the Department's list can be obtained at the Transportation
Laboratory.
If the Contractor proposes to use an admixture of a brand and type on the current list of
approved admixture brands, the Contractor shall furnish a Certificate of Compliance from the
manufacturer, as provided in Section 6-1.07, Certificates of Compliance," certifying that the
admixture furnished is the same as that previously approved. If a previously approved admixture
is not accompanied by a Certificate of Compliance, the admixture shall not be used in the work
until the Engineer has had sufficient time to make the appropriate tests and has approved the
admixture for use. The Engineer may take samples for testing at any time, whether or not the
admixture has been accompanied by a Certificate of Compliance.
90-4.04 REQUIRED USE OF CHEMICAL ADMIXTURES
If the use of a chemical admixture is specified, the admixture shall be used at the dosage
specified, except that if no dosage is specified, the admixture shall be used at the dosage
normally recommended by the manufacturer of the admixture.
90-4.05 OPTIONAL USE OF CHEMICAL ADMIXTURES
The Contractor may use Type A or F, water-reducing; Type B, retarding; or Type D or G,
water-reducing and retarding admixtures as described in ASTM Designation: C 494 to conserve
cementitious material or to facilitate any concrete construction application subject to the
following conditions:
A. If a water-reducing admixture or a water-reducing and retarding admixture is used, the
cementitious material content specified or ordered may be reduced by a maximum of 5
percent by weight, except that the resultant cementitious material content shall be not less
than 505 pounds per cubic yard; and
B. When a reduction in cementitious material content is made, the dosage of admixture used
shall be no less than the dosage used in determining approval of the admixture.
The Contractor may use Type S admixtures conforming to the requirements in ASTM
Designation: C 494.
Book One- State Route 68 at San Benancio Road Intersection Improvements 330
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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PROVISIONS-U012
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ROUTE-U012
68-U012
AT-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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APPROPRIATE-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??S??Unless otherwise specified, a Type C accelerating chemical admixture conforming to the
requirements in ASTM Designation: C 494, may be used in portland cement concrete. Inclusion
in the mix design submitted for approval will not be required provided that the admixture is
added to counteract changing conditions that contribute to delayed setting of the portland cement
concrete, and the use or change in dosage of the admixture is approved in writing by the
Engineer.
90-4.06 REQUIRED USE OF AIR-ENTRAINING ADMIXTURES
When air-entrainment is specified or ordered by the Engineer, the air-entraining admixture
shall be used in amounts to produce a concrete having the specified air content as determined by
California Test 504.
90-4.07 OPTIONAL USE OF AIR-ENTRAINING ADMIXTURES
When air-entrainment has not been specified or ordered by the Engineer, the Contractor will
be permitted to use an air-entraining admixture to facilitate the use of any construction procedure
or equipment provided that the average air content, as determined by California Test 504, of 3
successive tests does not exceed 4 percent, and no single test value exceeds 5.5 percent. If the
Contractor elects to use an air-entraining admixture in concrete for pavement, the Contractor
shall so indicate at the time the Contractor designates the source of aggregate.
90-4.08 BLANK
90-4.09 BLANK
90-4.10 PROPORTIONING AND DISPENSING LIQUID ADMIXTURES
Chemical admixtures and air-entraining admixtures shall be dispensed in liquid form.
Dispensers for liquid admixtures shall have sufficient capacity to measure at one time the
prescribed quantity required for each batch of concrete. Each dispenser shall include a graduated
measuring unit into which liquid admixtures are measured to within 5 percent of the prescribed
quantity for each batch. Dispensers shall be located and maintained so that the graduations can
be accurately read from the point at which proportioning operations are controlled to permit a
visual check of hatching accuracy prior to discharge. Each measuring unit shall be clearly
marked for the type and quantity of admixture.
Each liquid admixture dispensing system shall be equipped with a sampling device consisting
of a valve located in a safe and readily accessible position such that a sample of the admixture
may be withdrawn slowly by the Engineer.
If more than one liquid admixture is used in the concrete mix, each liquid admixture shall
have a separate measuring unit and shall be dispensed by injecting equipment located in such a
manner that the admixtures are not mixed at high concentrations and do not interfere with the
effectiveness of each other. When air-entraining admixtures are used in conjunction with other
liquid admixtures, the air-entraining admixture shall be the first to be incorporated into the mix,
unless it is demonstrated that a different sequence improves performance.
When automatic proportioning devices are required for concrete pavement, dispensers for
liquid admixtures shall operate automatically with the batching control equipment. The
dispensers shall be equipped with an automatic warning system in good operating condition that
will provide a visible or audible signal at the point at which proportioning operations are
controlled when the quantity of admixture measured for each batch of concrete varies from the
preselected dosage by more than 5 percent, or when the entire contents of the measuring unit are
not emptied from the dispenser into each batch of concrete.
Book One- State Route 68 at San Benancio Road Intersection Improvements 331
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??T??Unless liquid admixtures are added to premeasured water for the batch, their discharge into
the batch shall be arranged to flow into the stream of water so that the admixtures are well
dispersed throughout the batch, except that air-entraining admixtures may be dispensed directly
into moist sand in the batching bins provided that adequate control of the air content of the
concrete can be maintained.
Liquid admixtures requiring dosages greater than one-half gallon per cubic yard shall be
considered to be water when determining the total amount of free water as specified in Section
90-6.06, Amount of Water and Penetration."
90-4.11 BLANK
90-5 PROPORTIONING
90-5.01 STORAGE OF AGGREGATES
Aggregates shall be stored or stockpiled in such a manner that separation of coarse and fine
particles of each size shall be avoided and the various sizes shall not become intermixed before
proportioning.
Aggregates shall be stored or stockpiled and handled in a manner that prevent contamination
by foreign materials. In addition, storage of aggregates at batching or mixing facilities that are
erected subsequent to the award of the contract and that furnish concrete to the project shall
conform to the following:
A. Intermingling of the different sizes of aggregates shall be positively prevented. The
Contractor shall take the necessary measures to prevent intermingling. The preventive
measures may include, but are not necessarily limited to, physical separation of stockpiles
or construction of bulkheads of adequate length and height; and
B. Contamination of aggregates by contact with the ground shall be positively prevented.
The Contractor shall take the necessary measures to prevent contamination. The
preventive measures shall include, but are not necessarily limited to, placing aggregates
on wooden platforms or on hardened surfaces consisting of portland cement concrete,
asphalt concrete, or cement treated material.
In placing aggregates in storage or in moving the aggregates from storage to the weigh
hopper of the batching plant, any method that may cause segregation, degradation, or the
combining of materials of different gradings that will result in any size of aggregate at the weigh
hopper failing to meet the grading requirements, shall be discontinued. Any method of handling
aggregates that results in excessive breakage of particles shall be discontinued. The use of
suitable devices to reduce impact of falling aggregates may be required by the Engineer.
90-5.02 PROPORTIONING DEVICES
Weighing, measuring, or metering devices used for proportioning materials shall conform to
the requirements in Section 9-1.01, Measurement of Quantities," and this Section 90-5.02. In
addition, automatic weighing systems shall comply with the requirements for automatic
proportioning devices in Section 90-5.03A, Proportioning for Pavement." Automatic devices
shall be automatic to the extent that the only manual operation required for proportioning the
aggregates, cement, and SCM for one batch of concrete is a single operation of a switch or
starter.
Proportioning devices shall be tested as frequently as the Engineer may deem necessary to
ensure their accuracy.
Weighing equipment shall be insulated against vibration or movement of other operating
equipment in the plant. When the plant is in operation, the weight of each batch of material shall
Book One- State Route 68 at San Benancio Road Intersection Improvements 332
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??U??not vary from the weight designated by the Engineer by more than the tolerances specified
herein.
Equipment for cumulative weighing of aggregate shall have a zero tolerance of 0.5 percent
of the designated total batch weight of the aggregate. For systems with individual weigh hoppers
for the various sizes of aggregate, the zero tolerance shall be 0.5 percent of the individual batch
weight designated for each size of aggregate. Equipment for cumulative weighing of cement and
SCM shall have a zero tolerance of 0.5 percent of the designated total batch weight of the
cement and SCM. Equipment for weighing cement or SCM separately shall have a zero
tolerance of 0.5 percent of their designated individual batch weights. Equipment for measuring
water shall have a zero tolerance of 0.5 percent of its designated weight or volume.
The weight indicated for any batch of material shall not vary from the preselected scale
setting by more than the following:
A. Aggregate weighed cumulatively shall be within 1.0 percent of the designated total batch
weight of the aggregate. Aggregates weighed individually shall be within 1.5 percent of
their respective designated batch weights; and
B. Cement shall be 99 to 102 percent of its designated batch weight. When weighed
individually, SCM shall be 99 to 102 percent of its designated batch weight. When SCM
and cement are permitted to be weighed cumulatively, cement shall be weighed first to 99
to 102 percent of its designated batch weight, and the total for cement and SCM shall be
99 to 102 percent of the sum of their designated batch weights When a blended cement is
used, the percentages of cement and SCM used for calculating batch weights shall be
based on the percentage of SCM indicated in the Certificate of Compliance from the
blended cement supplier; and
C. Water shall be within 1.5 percent of its designated weight or volume.
Each scale graduation shall be approximately 0.001 of the total capacity of the scale. The
capacity of scales for weighing cement, SCM, or cement plus SCM and aggregates shall not
exceed that of commercially available scales having single graduations indicating a weight not
exceeding the maximum permissible weight variation above, except that no scale shall be
required having a capacity of less than 1,000 pounds, with one pound graduations.
90-5.03 PROPORTIONING
Proportioning shall consist of dividing the aggregates into the specified sizes, each stored in a
separate bin, and combining them with cementitious material and water as provided in these
specifications. Aggregates shall be proportioned by weight.
At the time of batching, aggregates shall have been dried or drained sufficiently to result in a
stable moisture content such that no visible separation of water from aggregate will take place
during transportation from the proportioning plant to the point of mixing. In no event shall the
free moisture content of the fine aggregate at the time of batching exceed 8 percent of its
saturated, surface-dry weight.
Should separate supplies of aggregate material of the same size group, but of different
moisture content or specific gravity or surface characteristics affecting workability, be available
at the proportioning plant, withdrawals shall be made from one supply exclusively and the
materials therein completely exhausted before starting upon another.
Bulk Type IP MS) or Type IS MS) cement shall be weighed in an individual hopper and
shall be kept separate from the aggregates until the ingredients are released for discharge into the
mixer.
Bulk cement and SCM may be weighed in separate, individual weigh hoppers or may be
weighed in the same weigh hopper and shall be kept separate from the aggregates until the
Book One- State Route 68 at San Benancio Road Intersection Improvements 333
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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WORKS-U012
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SPECIFICATIONS;-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
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JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??V??ingredients are released for discharge into the mixer. If the cement and SCM are weighed
cumulatively, the cement shall be weighed first.
If cement and SCM are weighed in separate weigh hoppers, the weigh systems for the
proportioning of the aggregate, the cement, and the SCM shall be individual and distinct from all
other weigh systems. Each weigh system shall be equipped with a hopper, a lever system, and an
indicator to constitute an individual and independent material-weighing device. The cement and
the SCM shall be discharged into the mixer simultaneously with the aggregate.
The scales and weigh hoppers for bulk weighing cement, SCM, or cement plus SCM shall be
separate and distinct from the aggregate weighing equipment.
For batches of one cubic yard or more, the batching equipment shall conform to one of the
following combinations:
A. Separate boxes and separate scale and indicator for weighing each size of aggregate.
B. Single box and scale indicator for all aggregates.
C. Single box or separate boxes and automatic weighing mechanism for all aggregates.
In order to check the accuracy of batch weights, the gross weight and tare weight of batch
trucks, truck mixers, truck agitators, and non-agitating hauling equipment shall be determined
when ordered by the Engineer. The equipment shall be weighed on scales designated by the
Engineer.
90-5.03A Proportioning For Pavement
Aggregates and bulk SCM for use in pavement shall be proportioned by weight by means of
automatic proportioning devices of approved type conforming to these specifications.
The Contractor shall install and maintain in operating condition an electronically actuated
moisture meter that will indicate, on a readily visible scale, changes in the moisture content of
thefine aggregate as it is batched within a sensitivity of 0.5 percent by weight of the fine
aggregate.
The batching of cement, SCM, or cement plus SCM and aggregate shall be interlocked so
that a new batch cannot be started until all weigh hoppers are empty, the proportioning devices
are within zero tolerance, and the discharge gates are closed. The interlock shall permit no part
of the batch to be discharged until all aggregate hoppers and the cement and SCM hoppers or the
cement plus SCM hopper are charged with weights that are within the tolerances specified in
Section 90-5.02, Proportioning Devices."
If interlocks are required for cement and SCM charging mechanisms and cement and SCM
are weighed cumulatively, their charging mechanisms shall be interlocked to prevent the
introduction of SCM until the weight of cement in the cement weigh hopper is within the
tolerances specified in Section 90-5.02, Proportioning Devices."
If concrete is completely mixed in stationary paving mixers, the SCMs shall be weighed in a
separate weigh hopper and the SCM and cement shall be introduced simultaneously into the
mixer proportionately with the aggregate. If the Contractor provides certification that the
stationary mixer is capable of mixing the cement, SCM, aggregates, and water uniformly before
discharge, weighing the SCM cumulatively with the cement is permitted. Certification shall
contain the following:
A. Test results for 2 compressive strength test cylinders of concrete taken within the first
one-third and 2 compressive strength test cylinders of concrete taken within the last one-
third of the concrete discharged from a single batch from the stationary paving mixer.
Strength tests and cylinder preparation will be in conformance with the provisions of
Section 90-9, Compressive Strength";
Book One- State Route 68 at San Benancio Road Intersection Improvements 334
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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PLANS-U012
SPECIFICATIONS;-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??W??B. Calculations demonstrating that the difference in the averages of 2 compressive strengths
taken in the first one-third is no greater than 7.5 percent different than the averages of 2
compressive strengths taken in the last one-third of the concrete discharged from a single
batch from the stationary paving mixer. Strength tests and cylinder preparation will be in
conformance with the provisions of Section 90-9, Compressive Strength;" and
C. The mixer rotation speed and time of mixing before discharge that are required to
produce a mix that meets the requirements above.
The discharge gate on the cement and SCM hoppers or the cement plus SCM hopper shall be
designed to permit regulating the flow of cement, SCM, or cement plus SCM into the aggregate
as directed by the Engineer.
If separate weigh boxes are used for each size of aggregate, the discharge gates shall permit
regulating the flow of each size of aggregate as directed by the Engineer.
Material discharged from the several bins shall be controlled by gates or by mechanical
conveyors. The means of withdrawal from the several bins, and of discharge from the weigh
box, shall be interlocked so that not more than one bin can discharge at a time, and so that the
weigh box cannot be tripped until the required quantity from each of the several bins has been
deposited therein. Should a separate weigh box be used for each size of aggregate, all may be
operated and discharged simultaneously.
If the discharge from the several bins is controlled by gates, each gate shall be actuated
automatically so that the required mass is discharged into the weigh box, after which the gate
shall automatically close and lock.
The automatic weighing system shall be designed so that all proportions required may be set
on the weighing controller at the same time.
90-6 MIXING AND TRANSPORTING
90-6.01 GENERAL
Concrete shall be mixed in mechanically operated mixers, except that when permitted by the
Engineer, batches not exceeding 1/3 cubic yard may be mixed by hand methods in conformance
with the provisions in Section 90-6.05, Hand-Mixing."
Equipment having components made of aluminum or magnesium alloys that would have
contact with plastic concrete during mixing, transporting, or pumping of portland cement
concrete shall not be used.
Concrete shall be homogeneous and thoroughly mixed, and there shall be no lumps or
evidence of undispersed cementitious material.
Uniformity of concrete mixtures will be determined by differences in penetration as
determined by California Test 533, or slump as determined by ASTM Designation: C 143, and
by variations in the proportion of coarse aggregate as determined by California Test 529.
When the mix design specifies a penetration value, the difference in penetration, determined
by comparing penetration tests on 2 samples of mixed concrete from the same batch or truck
mixer load, shall not exceed 1/2 inch. When the mix design specifies a slump value, the
difference in slump, determined by comparing slump tests on 2 samples of mixed concrete from
the same batch or truck mixer load, shall not exceed the values given in the table below.
Variation in the proportion of coarse aggregate will be determined by comparing the results of
tests of 2 samples of mixed concrete from the same batch or truck mixer load and the difference
between the 2 results shall not exceed 170 pounds per cubic yard of concrete.
Book One- State Route 68 at San Benancio Road Intersection Improvements 335
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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10-111065;-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??X??Average Slump Maximum Permissible Difference
Less than 4" 1"
4" to 6" 1-1/2"
Greater than 6" to 9" 2"
The Contractor shall furnish samples of the freshly mixed concrete and provide satisfactory
facilities for obtaining the samples.
90-6.02 MACHINE MIXING
Concrete mixers may be of the revolving drum or the revolving blade type, and the mixing
drum or blades shall be operated uniformly at the mixing speed recommended by the
manufacturer. Mixers and agitators that have an accumulation of hard concrete or mortar shall
not be used.
The temperature of mixed concrete, immediately before placing, shall be not less than 50 F
or more than 90 F. Aggregates and water shall be heated or cooled as necessary to produce
concrete within these temperature limits. Neither aggregates nor mixing water shall be heated to
exceed 150 F. If ice is used to cool the concrete, discharge of the mixer will not be permitted
until all ice is melted.
The batch shall be so charged into the mixer that some water will enter in advance of
cementitious materials and aggregates. All water shall be in the drum by the end of the first one-
fourth of the specified mixing time.
Cementitious materials shall be batched and charged into the mixer by means that will not
result either in loss of cementitious materials due to the effect of wind, in accumulation of
cementitious materials on surfaces of conveyors or hoppers, or in other conditions that reduce or
vary the required quantity of cementitious material in the concrete mixture.
Paving and stationary mixers shall be operated with an automatic timing device. The timing
device and discharge mechanism shall be interlocked so that during normal operation no part of
the batch will be discharged until the specified mixing time has elapsed.
The total elapsed time between the intermingling of damp aggregates and all cementitious
materials and the start of mixing shall not exceed 30 minutes.
The size of batch shall not exceed the manufacturer's guaranteed capacity.
When producing concrete for pavement or base, suitable batch counters shall be installed and
maintained in good operating condition at job site batching plants and stationary mixers. The
batch counters shall indicate the exact number of batches proportioned and mixed.
Concrete shall be mixed and delivered to the job site by means of one of the following
combinations of operations:
A. Mixed completely in a stationary mixer and the mixed concrete transported to the point of
delivery in truck agitators or in nonagitating hauling equipment central-mixed concrete).
B. Mixed partially in a stationary mixer, and the mixing completed in a truck mixer shrink-
mixed concrete).
C. Mixed completely in a truck mixer transit-mixed concrete).
D. Mixed completely in a paving mixer.
Agitators may be truck mixers operating at agitating speed or truck agitators. Each mixer
and agitator shall have attached thereto in a prominent place a metal plate or plates on which is
plainly marked the various uses for which the equipment is designed, the manufacturer's
guaranteed capacity of the drum or container in terms of the volume of mixed concrete and the
speed of rotation of the mixing drum or blades.
Book One- State Route 68 at San Benancio Road Intersection Improvements 336
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Y??Truck mixers shall be equipped with electrically or mechanically actuated revolution
counters by which the number of revolutions of the drum or blades may readily be verified.
When shrink-mixed concrete is furnished, concrete that has been partially mixed at a central
plant shall be transferred to a truck mixer and all requirements for transit-mixed concrete shall
apply. No credit in the number of revolutions at mixing speed will be allowed for partial mixing
in a central plant.
90-6.03 TRANSPORTING MIXED CONCRETE
Mixed concrete may be transported to the delivery point in truck agitators or truck mixers
operating at the speed designated by the manufacturer of the equipment as agitating speed, or in
non-agitating hauling equipment, provided the consistency and workability of the mixed concrete
upon discharge at the delivery point is suitable for adequate placement and consolidation in
place, and provided the mixed concrete after hauling to the delivery point conforms to the
provisions in Section 90-6.01, General."
Truck agitators shall be loaded not to exceed the manufacturer's guaranteed capacity and
shall maintain the mixed concrete in a thoroughly mixed and uniform mass during hauling.
Bodies of nonagitating hauling equipment shall be constructed so that leakage of the concrete
mix, or any part thereof, will not occur at any time.
Concrete hauled in open-top vehicles shall be protected during hauling against rain or against
exposure to the sun for more than 20 minutes when the ambient temperature exceeds 75 F.
No additional mixing water shall be incorporated into the concrete during hauling or after
arrival at the delivery point.
The rate of discharge of mixed concrete from truck mixer-agitators shall be controlled by the
speed of rotation of the drum in the discharge direction with the discharge gate fully open.
If a truck mixer or agitator is used for transporting concrete to the delivery point, discharge
shall be completed within 1.5 hours or before 250 revolutions of the drum or blades, whichever
occurs first, after the introduction of the cement to the aggregates. Under conditions contributing
to quick stiffening of the concrete, or if the temperature of the concrete is 85 F or above, the
time allowed may be less than 1.5 hours. If an admixture is used to retard the set time, the
temperature of the concrete shall not exceed 85 F, the time limit shall be 2 hours, and the
revolution limitation shall be 300.
If nonagitating hauling equipment is used for transporting concrete to the delivery point,
discharge shall be completed within one hour after the addition of the cement to the aggregates.
Under conditions contributing to quick stiffening of the concrete, or when the temperature of the
concrete is 85 F or above, the time between the introduction of cement to the aggregates and
discharge shall not exceed 45 minutes.
Each load of concrete delivered at the job site shall be accompanied by a weighmaster
certificate showing the mix identification number, nonrepeating load number, date and time at
which the materials were batched, the total amount of water added to the load, and for transit-
mixed concrete, the reading of the revolution counter at the time the truck mixer is charged with
cement. This weighmaster certificate shall also show the actual scale weights pounds) for the
ingredients batched. Theoretical or target batch weights shall not be used as a substitute for
actual scale weights.
Weighmaster certificates shall be provided in printed form, or if approved by the Engineer,
the data may be submitted in electronic media. Electronic media shall be presented in a tab-
delimited format on a CD or DVD. Captured data, for the ingredients represented by each batch
shall be line feed, carriage return" LFCR) and one line, separate record" with allowances for
sufficient fields to satisfy the amount of data required by these specifications.
The Contractor may furnish a weighmaster certificate accompanied by a separate certificate
that lists the actual batch weights or measurements for a load of concrete provided that both
Book One- State Route 68 at San Benancio Road Intersection Improvements 337
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
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OF-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Z??certificates are imprinted with the same nonrepeating load number that is unique to the contract
and delivered to the jobsite with the load.
Weighmaster certificates furnished by the Contractor shall conform to the provisions in
Section 9-1.01, Measurement of Quantities."
90-6.04 TIME OR AMOUNT OF MIXING
Mixing of concrete in paving or stationary mixers shall continue for the required mixing time
after all ingredients, except water and admixture, if added with the water, are in the mixing
compartment of the mixer before any part of the batch is released. Transfer time in multiple
drum mixers shall not be counted as part of the required mixing time.
The required mixing time, in paving or stationary mixers, of concrete used for concrete
structures, except minor structures, shall be not less than 90 seconds or more than 5 minutes,
except that when directed by the Engineer in writing, the requirements of the following
paragraph shall apply.
The required mixing time, in paving or stationary mixers, except as provided in the preceding
paragraph, shall be not less than 50 seconds or more than 5 minutes.
The minimum required revolutions at the mixing speed for transit-mixed concrete shall not
be less than that recommended by the mixer manufacturer, but in no case shall the number of
revolutions be less than that required to consistently produce concrete conforming to the
provisions for uniformity in Section 90-6.01, General."
When a high range water-reducing admixture is added to the concrete at the job site, the total
number of revolutions shall not exceed 300.
90-6.05 HAND-MIXING
Hand-mixed concrete shall be made in batches of not more than 1/3 cubic yard and shall be
mixed on a watertight, level platform. The proper amount of coarse aggregate shall be measured
in measuring boxes and spread on the platform and the fine aggregate shall be spread on this
layer, the 2 layers being not more than one foot in total depth. On this mixture shall be spread
the dry cementitious materials and the whole mass turned no fewer than 2 times dry; then
sufficient clean water shall be added, evenly distributed, and the whole mass again turned no
fewer than 3 times, not including placing in the carriers or forms.
90-6.06 AMOUNT OF WATER AND PENETRATION
The amount of water used in concrete mixes shall be regulated so that the penetration of the
concrete as determined by California Test 533 or the slump of the concrete as determined by
ASTM Designation: C 143 is within the nominal values shown in the following table. When the
penetration or slump of the concrete is found to exceed the nominal values listed, the mixture of
subsequent batches shall be adjusted to reduce the penetration or slump to a value within the
nominal range shown. Batches of concrete with a penetration or slump exceeding the maximum
values listed shall not be used in the work. If Type F or Type G chemical admixtures are added
to the mix, the penetration requirements shall not apply and the slump shall not exceed 9 inches
after the chemical admixtures are added.
Book One- State Route 68 at San Benancio Road Intersection Improvements 338
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??[??Type of Work Nominal Maximum
Penetration
inches) Slump
inches) Penetration
inches) Slump
inches)
Concrete Pavement 0-1 1-1/2
Non-reinforced concrete facilities 0 1-1/2 2
Reinforced concrete structures
Sections over 12 inches thick
Sections 12 inches thick or less
0 1-1/2
0-2
2-1/2
3
Concrete placed under water 6-8 9
Cast-in-place concrete piles 2-1/2 3-1/2 5-7 4 8
The amount of free water used in concrete shall not exceed 310 pounds per cubic yard, plus
20 pounds for each required 100 pounds of cementitious material in excess of 550 pounds per
cubic yard.
The term free water is defined as the total water in the mixture minus the water absorbed by
the aggregates in reaching a saturated surface-dry condition.
If there are adverse or difficult conditions that affect the placing of concrete, the above
specified penetration and free water content limitations may be exceeded providing the
Contractor is granted permission by the Engineer in writing to increase the cementitious material
content per cubic yard of concrete. The increase in water and cementitious material shall be at a
ratio not to exceed 30 pounds of water per added 100 pounds of cementitious material per cubic
yard. Full compensation for additional cementitious material and water added under these
conditions shall be considered as included in the contract price paid for the concrete work
involved and no additional compensation will be allowed therefor.
The equipment for supplying water to the mixer shall be constructed and arranged so that the
amount of water added can be measured accurately. Any method of discharging water into the
mixer for a batch shall be accurate within 1.5 percent of the quantity of water required to be
added to the mix for any position of the mixer. Tanks used to measure water shall be designed
so that water cannot enter while water is being discharged into the mixer and discharge into the
mixer shall be made rapidly in one operation without dribbling. All equipment shall be arranged
so as to permit checking the amount of water delivered by discharging into measured containers.
90-7 CURING CONCRETE
90-7.01 METHODS OF CURING
Newly placed concrete shall be cured by the methods specified in this Section 90-7.01 and
the special provisions.
90-7.01A Water Method
The concrete shall be kept continuously wet by the application of water for a minimum
curing period of 7 days after the concrete has been placed.
Cotton mats, rugs, carpets, or earth or sand blankets may be used as a curing medium to
retain the moisture during the curing period.
If a curing medium consisting of cotton mats, rugs, carpets, polyethylene sheeting,
polyethylene sheeting on burlap, or earth or sand blankets is to be used to retain the moisture, the
entire surface of the concrete shall be kept damp by applying water with a nozzle that so
atomizes the flow that a mist and not a spray is formed, until the surface of the concrete is
covered with the curing medium. The moisture from the nozzle shall not be applied under
pressure directly upon the concrete and shall not be allowed to accumulate on the concrete in a
quantity sufficient to cause a flow or wash the surface. At the expiration of the curing period, the
concrete surfaces shall be cleared of all curing media.
Book One- State Route 68 at San Benancio Road Intersection Improvements 339
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??\??At the option of the Contractor, a curing medium consisting of white opaque polyethylene
sheeting extruded onto burlap may be used to cure concrete structures. The polyethylene
sheeting shall have a minimum thickness of 4-mil, and shall be extruded onto 10-ounce burlap.
At the option of the Contractor, a curing medium consisting of polyethylene sheeting may be
used to cure concrete columns. The polyethylene sheeting shall have a minimum thickness of
10-mil achieved in a single layer of material.
If the Contractor chooses to use polyethylene sheeting or polyethylene sheeting on burlap as
a curing medium, these media and any joints therein shall be secured as necessary to provide
moisture retention and shall be within 3 inches of the concrete at all points along the surface
being cured. When these media are used, the temperature of the concrete shall be monitored
during curing. If the temperature of the concrete cannot be maintained below 140? F, use of
these curing media shall be disallowed.
When concrete bridge decks and flat slabs are to be cured without the use of a curing
medium, the entire surface of the bridge deck or slab shall be kept damp by the application of
water with an atomizing nozzle as specified above, until the concrete has set, after which the
entire surface of the concrete shall be sprinkled continuously with water for a period of not less
than 7 days.
90-7.01B Curing Compound Method
Surfaces of the concrete that are exposed to the air shall be sprayed uniformly with a curing
compound.
Curing compounds to be used shall be as follows:
1. Pigmented curing compound conforming to the requirements in ASTM Designation: C
309, Type 2, Class B, except the resin type shall be poly-alpha-methylstyrene.
2. Pigmented curing compound conforming to the requirements in ASTM Designation: C
309, Type 2, Class B.
3. Pigmented curing compound conforming to the requirements in ASTM Designation: C
309, Type 2, Class A.
4. Nonpigmented curing compound conforming to the requirements in ASTM Designation:
C 309, Type 1, Class B.
5. Nonpigmented curing compound conforming to the requirements in ASTM Designation:
C 309, Type 1, Class A.
6. Nonpigmented curing compound with fugitive dye conforming to the requirements in
ASTM Designation: C 309, Type 1-D, Class A.
The infrared scan for the dried vehicle from curing compound 1) shall match the infrared
scan on file at the Transportation Laboratory.
The loss of water for each type of curing compound, when tested in conformance with the
requirements in California Test 534, shall not be more than 0.28 pounds per square yard in 24
hours.
The curing compound to be used will be specified elsewhere in these specifications or in the
special provisions.
If the use of curing compound is required or permitted elsewhere in these specifications or in
the special provisions and no specific kind is specified, any of the curing compounds listed above
may be used.
Curing compound shall be applied at a nominal rate of one gallon per 150 square feet, unless
otherwise specified.
At any point, the application rate shall be within 50 square feet per gallon of the nominal
rate specified, and the average application rate shall be within 25 square feet per gallon of the
Book One- State Route 68 at San Benancio Road Intersection Improvements 340
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??]??nominal rate specified when tested in conformance with the requirements in California Test 535.
Runs, sags, thin areas, skips, or holidays in the applied curing compound shall be evidence that
the application is not satisfactory.
Curing compounds shall be applied using power operated spray equipment. The power
operated spraying equipment shall be equipped with an operational pressure gage and a means of
controlling the pressure. Hand spraying of small and irregular areas that are not reasonably
accessible to mechanical spraying equipment, in the opinion of the Engineer, may be permitted.
The curing compound shall be applied to the concrete following the surface finishing
operation, immediately before the moisture sheen disappears from the surface, but before any
drying shrinkage or craze cracks begin to appear. In the event of any drying or cracking of the
surface, application of water with an atomizing nozzle as specified in Section 90-7.01A, Water
Method," shall be started immediately and shall be continued until application of the compound
is resumed or started; however, the compound shall not be applied over any resulting
freestanding water. Should the film of compound be damaged from any cause before the
expiration of 7 days after the concrete is placed in the case of structures and 72 hours in the case
of pavement, the damaged portion shall be repaired immediately with additional compound.
At the time of use, compounds containing pigments shall be in a thoroughly mixed condition
with the pigment uniformly dispersed throughout the vehicle. A paddle shall be used to loosen
all settled pigment from the bottom of the container, and a power driven agitator shall be used to
disperse the pigment uniformly throughout the vehicle.
Agitation shall not introduce air or other foreign substance into the curing compound.
The manufacturer shall include in the curing compound the necessary additives for control of
sagging, pigment settling, leveling, de-emulsification, or other requisite qualities of a satisfactory
working material. Pigmented curing compounds shall be manufactured so that the pigment does
not settle badly, does not cake or thicken in the container, and does not become granular or
curdled. Settlement of pigment shall be a thoroughly wetted, soft, mushy mass permitting the
complete and easy vertical penetration of a paddle. Settled pigment shall be easily redispersed,
with minimum resistance to the sideways manual motion of the paddle across the bottom of the
container, to form a smooth uniform product of the proper consistency.
Curing compounds shall remain sprayable at temperatures above 40 F and shall not be
diluted or altered after manufacture.
The curing compound shall be packaged in clean 274-gallon totes, 55-gallon barrels or 5-
gallon pails shall be supplied from a suitable storage tank located at the jobsite. The containers
shall comply with Title 49, Code of Federal Regulations, Hazardous Materials Regulations."
The 274-gallon totes and the 55-gallon barrels shall have removable lids and airtight fasteners.
The 5-gallon pails shall be round and have standard full open head and bail. Lids with bungholes
will not be permitted. Settling or separation of solids in containers, except tanks, must be
completely redispersed with low speed mixing prior to use, in conformance with these
specifications and the manufacturer's recommendations. Mixing shall be accomplished either
manually by use of a paddle or by use of a mixing blade driven by a drill motor, at low speed.
Mixing blades shall be the type used for mixing paint. On-site storage tanks shall be kept clean
and free of contaminants. Each tank shall have a permanent system designed to completely
redisperse settled material without introducing air or other foreign substances.
Steel containers and lids shall be lined with a coating that will prevent destructive action by
the compound or chemical agents in the air space above the compound. The coating shall not
come off the container or lid as skins. Containers shall be filled in a manner that will prevent
skinning. Plastic containers shall not react with the compound.
Each container shall be labeled with the manufacturer's name, kind of curing compound,
batch number, volume, date of manufacture, and volatile organic compound VOC) content. The
label shall also warn that the curing compound containing pigment shall be well stirred before
Book One- State Route 68 at San Benancio Road Intersection Improvements 341
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
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10-111065;-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??^??use. Precautions concerning the handling and the application of curing compound shall be
shown on the label of the curing compound containers in conformance with the Construction
Safety Orders and General Industry Safety Orders of the State.
Containers of curing compound shall be labeled to indicate that the contents fully comply
with the rules and regulations concerning air pollution control in the State.
When the curing compound is shipped in tanks or tank trucks, a shipping invoice shall
accompany each load. The invoice shall contain the same information as that required herein for
container labels.
Curing compound will be sampled by the Engineer at the source of supply, at the job site, or
at both locations.
Curing compound shall be formulated so as to maintain the specified properties for a
minimum of one year. The Engineer may require additional testing before use to determine
compliance with these specifications if the compound has not been used within one year or
whenever the Engineer has reason to believe the compound is no longer satisfactory.
Tests will be conducted in conformance with the latest ASTM test methods and methods in
use by the Transportation Laboratory.
90-7.01C Waterproof Membrane Method
The exposed finished surfaces of concrete shall be sprayed with water, using a nozzle that so
atomizes the flow that a mist and not a spray is formed, until the concrete has set, after which the
curing membrane, shall be placed. The curing membrane shall remain in place for a period of
not less than 72 hours.
Sheeting material for curing concrete shall conform to the requirements in AASHTO
Designation: M 171 for white reflective materials.
The sheeting material shall be fabricated into sheets of such width as to provide a complete
cover for the entire concrete surface. Joints in the sheets shall be securely cemented together in
such a manner as to provide a waterproof joint. The joint seams shall have a minimum lap of
0.33 foot.
The sheets shall be securely weighted down by placing a bank of earth on the edges of the
sheets or by other means satisfactory to the Engineer.
Should any portion of the sheets be broken or damaged before the expiration of 72 hours
after being placed, the broken or damaged portions shall be immediately repaired with new
sheets properly cemented into place.
Sections of membrane that have lost their waterproof qualities or have been damaged to such
an extent as to render them unfit for curing the concrete shall not be used.
90-7.01D Forms-In-Place Method
Formed surfaces of concrete may be cured by retaining the forms in place. The forms shall
remain in place for a minimum period of 7 days after the concrete has been placed, except that
for members over 20 inches in least dimension the forms shall remain in place for a minimum
period of 5 days.
Joints in the forms and the joints between the end of forms and concrete shall be kept
moisture tight during the curing period. Cracks in the forms and cracks between the forms and
the concrete shall be resealed by methods subject to the approval of the Engineer.
90-7.02 BLANK
Book One- State Route 68 at San Benancio Road Intersection Improvements 342
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
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IMPROVEMENTS;-U012
C.-U012
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68-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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WORKS-U012
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SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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ON-U012
JANUARY-U012
17,-U012
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JANUARY-U012
24,-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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B.-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??_??90-7.03 CURING STRUCTURES
Newly placed concrete for cast-in-place structures, other than highway bridge decks, shall be
cured by the water method, the forms-in-place method, or, as permitted herein, by the curing
compound method, in conformance with the provisions in Section 90-7.01, Methods of Curing."
The curing compound method using a pigmented curing compound may be used on concrete
surfaces of construction joints, surfaces that are to be buried underground, and surfaces where
only ordinary surface finish is to be applied and on which a uniform color is not required and that
will not be visible from a public traveled way. If the Contractor elects to use the curing
compound method on the bottom slab of box girder spans, the curing compound shall be curing
compound 1).
The top surface of highway bridge decks shall be cured by both the curing compound method
and the water method. The curing compound shall be curing compound 1).
Concrete surfaces of minor structures, as defined in Section 51-1.02, Minor Structures,"
shall be cured by the water method, the forms-in-place method or the curing compound method.
When deemed necessary by the Engineer during periods of hot weather, water shall be
applied to concrete surfaces being cured by the curing compound method or by the forms-in-
place method, until the Engineer determines that a cooling effect is no longer required.
Application of water for this purpose will be paid for as extra work as provided in Section 4-
1.03D, Extra Work."
90-7.04 CURING PRECAST CONCRETE MEMBERS
Precast concrete members shall be cured in conformance with any of the methods specified
in Section 90-7.01, Methods of Curing." Curing shall be provided for the minimum time
specified for each method or until the concrete reaches its design strength, whichever is less.
Steam curing may also be used for precast members and shall conform to the following
provisions:
A. After placement of the concrete, members shall be held for a minimum 4-hour
presteaming period. If the ambient air temperature is below 50 OF, steam shall be applied
during the presteaming period to hold the air surrounding the member at a temperature
between 50 OF and 90 OF.
B. To prevent moisture loss on exposed surfaces during the presteaming period, members
shall be covered as soon as possible after casting or the exposed surfaces shall be kept
wet by fog spray or wet blankets.
C. Enclosures for steam curing shall allow free circulation of steam about the member and
shall be constructed to contain the live steam with a minimum moisture loss. The use of
tarpaulins or similar flexible covers will be permitted, provided they are kept in good
repair and secured in such a manner as to prevent the loss of steam and moisture.
D. Steam at the jets shall be at low pressure and in a saturated condition. Steam jets shall
not impinge directly on the concrete, test cylinders, or forms. During application of the
steam, the temperature rise within the enclosure shall not exceed 40 OF per hour. The
curing temperature throughout the enclosure shall not exceed 150 OF and shall be
maintained at a constant level for a sufficient time necessary to develop the required
transfer strength. Control cylinders shall be covered to prevent moisture loss and shall be
placed in a location where temperature is representative of the average temperature of the
enclosure.
E. Temperature recording devices that will provide an accurate, continuous, permanent
record of the curing temperature shall be provided. A minimum of one temperature
recording device per 200 feet of continuous bed length will be required for checking
temperature.
Book One- State Route 68 at San Benancio Road Intersection Improvements 343
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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STATE-U012
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68-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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APPROVING-U012
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PROVISIONS-U012
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
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D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MODIFICATIONS-U07
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MONITORING-U07
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300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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IMPROVEMENTS-U012
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MITIGATION-U012
MEASURES;-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??`??F. Members in pretension beds shall be detensioned immediately after the termination of
steam curing while the concrete and forms are still warm, or the temperature under the
enclosure shall be maintained above 60 F until the stress is transferred to the concrete.
G. Curing of precast concrete will be considered completed after termination of the steam
curing cycle.
90-7.05 CURING PRECAST PRESTRESSED CONCRETE PILES
Newly placed concrete for precast prestressed concrete piles shall be cured in conformance
with the provisions in Section 90-7.04, Curing Precast Concrete Members," except that piles in
a corrosive environment shall be cured as follows:
A. Piles shall be either steam cured or water cured. If water curing is used, the piles shall be
kept continuously wet by the application of water in conformance with the provisions in
Section 90-7.01A, Water Method."
B. If steam curing is used, the steam curing provisions in Section 90-7.04, Curing Precast
Concrete Members," shall apply except that the piles shall be kept continuously wet for
their entire length for a period of not less than 3 days, including the holding and steam
curing periods.
90-7.06 CURING SLOPE PROTECTION
Concrete slope protection shall be cured in conformance with any of the methods specified in
Section 90-7.01, Methods of Curing."
Concreted-rock slope protection shall be cured in conformance with any of the methods
specified in Section 90-7.01, Methods of Curing," with a blanket of earth kept wet for 72 hours,
or by sprinkling with a fine spray of water every 2 hours during the daytime for a period of 3
days.
90-7.07 CURING MISCELLANEOUS CONCRETE WORK
Exposed surfaces of curbs shall be cured by pigmented curing compounds as specified in
Section 90-7.01B, Curing Compound Method."
Concrete sidewalks, gutter depressions, island paving, curb ramps, driveways, and other
miscellaneous concrete areas shall be cured in conformance with any of the methods specified in
Section 90-7.01, Methods of Curing."
Shotcrete shall be cured for at least 72 hours by spraying with water, by a moist earth
blanket, or by any of the methods provided in Section 90-7.01, Methods of Curing."
Mortar and grout shall be cured by keeping the surface damp for 3 days.
After placing, the exposed surfaces of sign structure foundations, including pedestal portions,
if constructed, shall be cured for at least 72 hours by spraying with water, by a moist earth
blanket, or by any of the methods provided in Section 90-7.01, Methods of Curing."
90-8 PROTECTING CONCRETE
90-8.01 GENERAL
In addition to the provisions in Section 7-1.16, Contractor's Responsibility for the Work and
Materials," the Contractor shall protect concrete as provided in this Section 90-8. If required by
the Engineer, the Contractor shall submit a written outline of the proposed methods for
protecting the concrete.
The Contractor shall protect concrete from damage from any cause, which shall include, but
not be limited to: rain, heat, cold, wind, Contractor's actions, and actions of others.
Concrete shall not be placed on frozen or ice-coated ground or subgrade nor on ice-coated
forms, reinforcing steel, structural steel, conduits, precast members, or construction joints.
Book One- State Route 68 at San Benancio Road Intersection Improvements 344
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??a??Under rainy conditions, placing of concrete shall be stopped before the quantity of surface
water is sufficient to damage surface mortar or cause a flow or wash of the concrete surface,
unless the Contractor provides adequate protection against damage.
Concrete that has been frozen or damaged by other causes, as determined by the Engineer,
shall be removed and replaced by the Contractor at the Contractor's expense.
90-8.02 PROTECTING CONCRETE STRUCTURES
Structure concrete and shotcrete used as structure concrete shall be maintained at a
temperature of not less than 45 F for 72 hours after placing and at not less than 40 F for an
additional 4 days.
90-9 COMPRESSIVE STRENGTH
90-9.01 GENERAL
Concrete compressive strength requirements consist of a minimum strength that shall be
attained before various loads or stresses are applied to the concrete and, for concrete designated
bycompressive strength, a minimum strength at the age of 28 days or at the age otherwise
allowed in Section 90-1.01, Description." The various strengths required are specified in these
specifications or the special provisions or are shown on the plans.
The compressive strength of concrete will be determined from test cylinders that have been
fabricated from concrete sampled in conformance with the requirements of California Test 539.
Test cylinders will be molded and initially field cured in conformance with California Test 540.
Test cylinders will be cured and tested after receipt at the testing laboratory in conformance with
the requirements of California Test 521. A strength test shall consist of the average strength of 2
cylinders fabricated from material taken from a single load of concrete, except that, if any
cylinder should show evidence of improper sampling, molding, or testing, that cylinder shall be
discarded and the strength test shall consist of the strength of the remaining cylinder.
When concrete compressive strength is specified as a prerequisite to applying loads or
stresses to a concrete structure or member, test cylinders for other than steam cured concrete will
be cured in conformance with Method 1 of California Test 540. The compressive strength of
concrete determined for these purposes will be evaluated on the basis of individual tests.
When concrete is designated by compressive strength rather than by cementitious material
content, the concrete strength to be used as a basis for acceptance of other than steam cured
concrete will be determined from cylinders cured in conformance with Method 1 of California
Test 540. If the result of a single compressive strength test at the maximum age specified or
allowed is below the specified strength but is 95 percent or more of the specified strength, the
Contractor shall make corrective changes, subject to approval of the Engineer, in the mix
proportions or in the concrete fabrication procedures, before placing additional concrete, and
shall pay to the State $10 for each in-place cubic yard of concrete represented by the deficient
test. If the result of a single compressive strength test at the maximum age specified or allowed
is below 95 percent of the specified strength, but is 85 percent or more of the specified strength,
the Contractor shall make the corrective changes specified above, and shall pay to the State $15
for each in-place cubic yard of concrete represented by the deficient test. In addition, such
corrective changes shall be made when the compressive strength of concrete tested at 7 days
indicates, in the judgment of the Engineer, that the concrete will not attain the required
compressive strength at the maximum age specified or allowed. Concrete represented by a
single test that indicates a compressive strength of less than 85 percent of the specified 28-day
compressive strength will be rejected in conformance with the provisions in Section 6-1.04,
Defective Materials."
If the test result indicates that the compressive strength at the maximum age specified or
allowed is below the specified strength, but is 85 percent or more of the specified strength,
Book One- State Route 68 at San Benancio Road Intersection Improvements 345
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??b??payments to the State as required above shall be made, unless the Contractor, at the Contractor's
expense, obtains and submits evidence acceptable to the Engineer that the strength of the
concrete placed in the work meets or exceeds the specified 28-day compressive strength. If the
test result indicates a compressive strength at the maximum age specified or allowed below 85
percent, the concrete represented by that test will be rejected, unless the Contractor, at the
Contractor's expense, obtains and submits evidence acceptable to the Engineer that the strength
and quality of the concrete placed in the work are acceptable. If the evidence consists of tests
made on cores taken from the work, the cores shall be obtained and tested in conformance with
the requirements in ASTM Designation: C 42.
No single compressive strength test shall represent more than 320 cubic yards.
If a precast concrete member is steam cured, the compressive strength of the concrete will be
determined from test cylinders that have been handled and stored in conformance with Method 3
of California Test 540. The compressive strength of steam cured concrete will be evaluated on
the basis of individual tests representing specific portions of production. If the concrete is
designated by 28-day compressive strength rather than by cementitious material content, the
concrete shall be considered to be acceptable whenever its compressive strength reaches the
specified 28-day compressive strength provided that strength is reached in not more than the
maximum number of days specified or allowed after the member is cast.
When concrete is specified by compressive strength, prequalification of materials, mix
proportions, mixing equipment, and procedures proposed for use will be required prior to
placement of the concrete. Prequalification shall be accomplished by the submission of
acceptable certified test data or trial batch reports by the Contractor. Prequalification data shall
be based on the use of materials, mix proportions, mixing equipment, procedures, and size of
batch proposed for use in the work.
Certified test data, in order to be acceptable, shall indicate that not less than 90 percent of at
least 20 consecutive tests exceed the specified strength at the maximum number of days specified
or allowed, and none of those tests are less than 95 percent of specified strength. Strength tests
included in the data shall be the most recent tests made on concrete of the proposed mix design
and all shall have been made within one year of the proposed use of the concrete.
Trial batch test reports, in order to be acceptable, shall indicate that the average compressive
strength of 5 consecutive concrete cylinders, taken from a single batch, at not more than 28 days
or the maximum age allowed) after molding shall be at least 580 pounds per square inch greater
than the specified 28-day compressive strength, and no individual cylinder shall have a strength
less than the specified strength at the maximum age specified or allowed. Data contained in the
report shall be from trial batches that were produced within one year of the proposed use of
specified strength concrete in the project. Whenever air-entrainment is required, the air content
of trial batches shall be equal to or greater than the air content specified for the concrete without
reduction due to tolerances.
Tests shall be performed in conformance with either the appropriate California Test methods
or the comparable ASTM test methods. Equipment employed in testing shall be in good
condition and shall be properly calibrated. If the tests are performed during the life of the
contract, the Engineer shall be notified sufficiently in advance of performing the tests in order to
witness the test procedures.
The certified test data and trial batch test reports shall include the following information:
A. Date of mixing.
B. Mixing equipment and procedures used.
C. The size of batch in cubic yards and the weight, type, and source of all ingredients used.
D. Penetration or slump if the concrete will be placed under water or placed in cast-in-place
concrete piles) of the concrete.
Book One- State Route 68 at San Benancio Road Intersection Improvements 346
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
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MEASURES;-U012
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CONSIDER-U012
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FINDINGS-U012
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ROUTE-U012
68-U012
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STATE-U012
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10-111065;-U012
D.-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??c??E. The air content of the concrete if an air-entraining admixture is used.
F. The age at time of testing and strength of all concrete cylinders tested.
Certified test data and trial batch test reports shall be signed by an official of the firm that
performed the tests.
When approved by the Engineer, concrete from trial batches may be used in the work at
locations where concrete of a lower quality is required and the concrete will be paid for as the
type of concrete required at that location.
After materials, mix proportions, mixing equipment, and procedures for concrete have been
prequalified for use, additional prequalification by testing of trial batches will be required prior
to making changes that, in the judgment of the Engineer, could result in a strength of concrete
below that specified.
The Contractor's attention is directed to the time required to test trial batches and the
Contractor shall be responsible for production of trial batches at a sufficiently early date so that
the progress of the work is not delayed.
When precast concrete members are manufactured at the plant of an established manufacturer
of precast concrete members, the mix proportions of the concrete shall be determined by the
Contractor, and a trial batch and prequalification of the materials, mix proportions, mixing
equipment, and procedures will not be required.
90-10 MINOR CONCRETE
90-10.01 GENERAL
Concrete for minor structures, slope paving, curbs, sidewalks and other concrete work, when
designated as minor concrete on the plans, in the specifications, or in the contract item, shall
conform to the provisions specified herein.
The Engineer, at the Engineer's discretion, will inspect and test the facilities, materials and
methods for producing the concrete to ensure that minor concrete of the quality suitable for use
in the work is obtained.
Before using minor concrete or in advance of revising the mix proportions, the Contractor
shall submit in writing to the Engineer a copy of the mix design. When required by the
following table, the Contractor shall include compressive strength test results verifying the
minimum specified compressive strength:
SCM Test Submittal Required
Fly Ash used alone When portland cement content<350 lbs/cy
GGBFS used alone When portland cement content 250 lbs/cy
Natural Pozzolan used alone When portland cement content 350 lbs/c
More than 1 SCM Always
Tests shall be performed by an ACI certified technician.
90-10.02 MATERIALS
Minor concrete shall conform to the following requirements:
90-10.02A Cementitious Material
Cementitious material shall conform to the provisions in Section 90-1.01, Description," and
90-2, Materials."
Book One- State Route 68 at San Benancio Road Intersection Improvements 347
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
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D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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SIGN-U012
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E.-U012
CONSIDER-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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HEARING-U07
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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IMPROVEMENTS-U012
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ADOPTING-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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APPROVING-U012
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68-U012
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SAN-U012
BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??d??90-10.02B Aggregate
Aggregate shall be clean and free from deleterious coatings, clay balls, roots, and other
extraneous materials.
Use of crushed concrete or reclaimed aggregate is acceptable only if the aggregate satisfies
all aggregate requirements.
The Contractor shall submit to the Engineer for approval, a grading of the combined
aggregate proposed for use in the minor concrete. After acceptance of the grading, aggregate
furnished for minor concrete shall conform to that grading, unless a change is authorized in
writing by the Engineer.
The Engineer may require the Contractor to furnish periodic test reports of the aggregate
grading furnished. The maximum size of aggregate used shall be at the option of the Contractor,
but in no case shall the maximum size be larger than 1-1/2-inch or smaller than 3/4 inch.
The Engineer may waive, in writing, the gradation requirements in this Section 90-10.02B, if,
in the Engineer's opinion, the furnishing of the gradation is not necessary for the type or amount
of concrete work to be constructed.
90-10.02C Water
Water used for washing, mixing, and curing shall be free from oil, salts, and other impurities
that would discolor or etch the surface or have an adverse affect on the quality of the concrete.
90-10.02D Admixtures
The use of admixtures shall conform to the provisions in Section 90-4, Admixtures."
90-10.03 PRODUCTION
Cementitious material, water, aggregate, and admixtures shall be stored, proportioned,
mixed, transported, and discharged in conformance with recognized standards of good practice
that will result in concrete that is thoroughly and uniformly mixed, that is suitable for the use
intended, and that conforms to requirements specified herein. Recognized standards of good
practice are outlined in various industry publications such as are issued by American Concrete
Institute, AASHTO, or the Department.
The cementitious material content of minor concrete shall conform to the provisions in
Section 90-1.01, Description."
The amount of water used shall result in a consistency of concrete conforming to the
provisions in Section 90-6.06, Amount of Water and Penetration." Additional mixing water
shall not be incorporated into the concrete during hauling or after arrival at the delivery point,
unless authorized by the Engineer.
Discharge of ready-mixed concrete from the transporting vehicle shall be made while the
concrete is still plastic and before stiffening occurs. An elapsed time of 1.5 hours one hour in
non-agitating hauling equipment), or more than 250 revolutions of the drum or blades, after the
introduction of the cementitious material to the aggregates, or a temperature of concrete of more
than 90 F will be considered conditions contributing to the quick stiffening of concrete. The
Contractor shall take whatever action is necessary to eliminate quick stiffening, except that the
addition of water will not be permitted.
The required mixing time in stationary mixers shall be not less than 50 seconds or more than
5 minutes.
The minimum required revolutions at mixing speed for transit-mixed concrete shall be not
less than that recommended by the mixer manufacturer, and shall be increased, if necessary, to
produce thoroughly and uniformly mixed concrete.
When a high range water-reducing admixture is added to the concrete at the job site, the total
number of revolutions shall not exceed 300.
Book One- State Route 68 at San Benancio Road Intersection Improvements 348
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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MITIGATION-U07
MONITORING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
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MEASURES;-U012
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ADOPTING-U012
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D.-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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MODIFICATIONS-U07
TO-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
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ROUTE-U012
68-U012
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C.-U012
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ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??e??Each load of ready-mixed concrete shall be accompanied by a weighmaster certificate that
shall be delivered to the Engineer at the discharge location of the concrete, unless otherwise
directed by the Engineer. The weighmaster certificate shall be clearly marked with the date and
time of day when the load left the batching plant and, if hauled in truck mixers or agitators, the
time the mixing cycle started.
A Certificate of Compliance conforming to the provisions in Section 6-1.07, Certificates of
Compliance," shall be furnished to the Engineer, prior to placing minor concrete from a source
not previously used on the contract, stating that minor concrete to be furnished meets contract
requirements, including minimum cementitious material content specified.
90-10.04 CURING MINOR CONCRETE
Curing minor concrete shall conform to the provisions in Section 90-7, Curing Concrete."
90-10.05 PROTECTING MINOR CONCRETE
Protecting minor concrete shall conform to the provisions in Section 90-8, Protecting
Concrete," except the concrete shall be maintained at a temperature of not less than 40 F for 72
hours after placing.
90-10.06 MEASUREMENT AND PAYMENT
Minor concrete will be measured and paid for in conformance with the provisions specified
in the various sections of these specifications covering concrete construction when minor
concrete is specified in the specifications, shown on the plans, or indicated by contract item in
the Engineer's Estimate.
90-11 MEASUREMENT AND PAYMENT
90-11.01 MEASUREMENT
Portland cement concrete will be measured in conformance with the provisions specified in
the various sections of these specifications covering construction requiring concrete.
For concrete measured at the mixer, the volume in cubic feet shall be computed as the total
weight of the batch in pounds divided by the density of the concrete in pounds per cubic foot.
The total weight of the batch shall be calculated as the sum of all materials, including water,
entering the batch. The density of the concrete will be determined in conformance with the
requirements in California Test 518.
90-11.02 PAYMENT
Portland cement concrete will be paid for in conformance with the provisions specified in the
various sections of these specifications covering construction requiring concrete.
Full compensation for furnishing and incorporating admixtures required by these
specifications or the special provisions will be considered as included in the contract prices paid
for the concrete involved and no additional compensation will be allowed therefor.
Should the Engineer order the Contractor to incorporate any admixtures in the concrete when
their use is not required by these specifications or the special provisions, furnishing the
admixtures and adding them to the concrete will be paid for as extra work as provided in Section
4-1.03D, Extra Work."
Should the Contractor use admixtures in conformance with the provisions in Section 90-4.05,
Optional Use of Chemical Admixtures," or Section 90-4.07, Optional Use of Air-entraining
Admixtures," or should the Contractor request and obtain permission to use other admixtures for
Book One- State Route 68 at San Benancio Road Intersection Improvements 349
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
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C.-U012
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BENANCIO-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
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UPON-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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E.-U012
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OF-U012
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TO-U012
BIDDERS"-U012
IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??f??the Contractor's benefit, the Contractor shall furnish those admixtures and incorporate them into
the concrete at the Contractor's expense and no additional compensation will be allowed therefor.
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 91 PAINT
Issued 05-1-06)
Replace Section 91-3 with:
91-3 PAINTS FOR TIMBER
91-3.01 WOOD PRIMER, LATEX-BASE
Classification:
This specification covers a ready-mixed priming paint for use on unpainted wood or exterior
woodwork. It shall conform with the requirements in the Detailed Performance Standards of the
Master Painters Institute MPI) for exterior wood primers, and be listed on the Exterior Latex
Wood Primer MPI List Number 6.
91-3.02 PAINT; LATEX-BASE FOR EXTERIOR WOOD, WHITE AND TINTS
Classification:
This specification covers a ready-mixed paint for use on wood surfaces subject to outside
exposures. This paint shall conform to the requirements in the Detailed Performance Standards
of the Master Painters Institute MPI) for Paint, Latex, Exterior, and shall be listed on the
following MPI Approved Products List:
A. Exterior Latex, Flat MPI Gloss Level 1, MPI List Number 10.
B. Exterior Latex, Semi-Gloss, MPI Gloss Level 5, MPI List Number 11.
C. Exterior Latex, Gloss, MPI Gloss Level 6, MPI List Number 119.
Unpainted wood shall first be primed with wood primer conforming to the provisions in
Section 91-3.01, Wood Primer, Latex-Base."
Replace Section 91-4 with:
91-4 MISCELLANEOUS PAINTS
91-4.01 THROUGH 91-4.04 BLANK)
91-4.05 PAINT; ACRYLIC EMULSION, EXTERIOR WHITE AND LIGHT AND
MEDIUM TINTS
Classification:
This specification covers an acrylic emulsion paint designed for use on exterior masonry.
This paint shall conform to the requirements in the Detailed Performance Standards of the
Master Painters Institute MPI) for Paint, Latex, Exterior, and shall be listed on the following
MPI Approved Products Lists:
A. Exterior Latex, Flat MPI Gloss Level 1, MPI List Number 10.
B. Exterior Latex, Semi-Gloss, MPI Gloss Level 5, MPI List Number 11.
C. Exterior Latex, Gloss, MPI Gloss Level 6, MPI List Number 119.
This paint may be tinted by using universal" or all purpose" concentrates.
Book One- State Route 68 at San Benancio Road Intersection Improvements 350
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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EFFECTIVE-U012
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MEASURES;-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BY-U012
SUBSTITUTING-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
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B.-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
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OF-U012
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IN-U012
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ON-U012
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17,-U012
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JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
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BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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APPROPRIATE-U012
FINDINGS-U012
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C.-U012
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ROUTE-U012
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STATE-U012
PROJECT-U012
NO.-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??g??AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 92 ASPHALTS
Issued 03-21-08)
Replace Section 92 with:
SECTION 92 ASPHALTS
92-1.01 DESCRIPTION
Asphalt is refined petroleum or a mixture of refined liquid asphalt and refined solid asphalt
that are prepared from crude petroleum. Asphalt is:
1. Free from residues caused by the artificial distillation of coal, coal tar, or paraffin
2. Free from water
3. Homogeneous
92-1.02 MATERIALS
GENERAL
Furnish asphalt under the Department's Certification Program for Suppliers of Asphalt."
The Department maintains the program requirements, procedures, and a list of approved
suppliers at:
http://www.dot.ca.gov/hq/esc/Translab/fpm/fpmcoc.htm
Transport, store, use, and dispose of asphalt safely.
Prevent the formation of carbonized particles caused by overheating asphalt during
manufacturing or construction.
GRADES
Performance graded PG) asphalt binder is:
Book One- State Route 68 at San Benancio Road Intersection Improvements 351
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
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OF-U012
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BIB]
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BOOK-U02
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CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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3-U06
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??h?? Specification
Grade
Property AASHTO
Test PG PG PG PG PG
Method 58-22 a 64-10 64-16 64-28 70-10
Original Binder
Flash Point, Minimum C T 48 230 230 230 230 230
Solubility, Minimum % T 44 99 99 99 99 99
Viscosity at 135?C, T 316
Maximum, Pas 3.0 3.0 3.0 3.0 3.0
Dynamic Shear, T 315
Test Temp. at 10 rad/s, C 58 64 64 64 70
Minimum G*/sin(delta), kPa 1.00 1.00 1.00 1.00 1.00
RTFO Test, e T 240
Mass Loss, Maximum, % 1.00 1.00 1.00 1.00 1.00
RTFO Test Aged Binder
Dynamic Shear, T 315
Test Temp. at 10 rad/s, C 58 64 64 64 70
Minimum G*/sin(delta), kPa 2.20 2.20 2.20 2.20 2.20
Ductility at 25?C T 51
Minimum, cm 75 75 75 75 75
PAV Aging, R28
Temperature, C 100 100 100 100 110
RTFO Test and PAV Aged Binder
Dynamic Shear, T 315
Test Temp. at 10 rad/s, C 22 d 31 d 28 d 22 d 34 d
Maximum G*sin(delta), kPa 5000 5000 5000 5000 5000
Creep Stiffness, T 313
Test Temperature, C 12 0 6 18 0
Maximum S-value, Mpa 300 300 300 300 300
Minimum M-value 0.300 0.300 0.300 0.300 0.300
Notes:
a. Use as asphalt rubber base stock for high mountain and high desert area.
b. The Engineer waives this specification if the supplier is a Quality Supplier as defined by the Department's
Certification Program for Suppliers of Asphalt."
c. The Engineer waives this specification if the supplier certifies the asphalt binder can be adequately pumped and
mixed at temperatures meeting applicable safety standards.
d. Test the sample at 3?C higher if it fails at the specified test temperature. G*sin(delta) remains 5000 kPa
maximum.
e. RTFO Test" means the asphaltic residue obtained using the Rolling Thin Film Oven Test, AASHTO Test
Method T 240 or ASTM Designation: D 2872. The residue from mass change determination may be used for
other tests.
f. PAV" means Pressurized Aging Vessel.
Performance graded polymer modified asphalt binder PG Polymer Modified) is:
Performance Graded Asphalt Binder
Book One- State Route 68 at San Benancio Road Intersection Improvements 352
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??i?? Specification
Grade
Property AASHTO Test Method
PG PG PG
58-34 PM 64-28 PM 76-22 PM
Original Binder
Flash Point, Minimum C T 48 230 230 230
Solubility, Minimum % T 44` 98.5 98.5 98.5
Viscosity at 135?C, T 316
Maximum, Pas 3.0 3.0 3.0
Dynamic Shear, T 315
Test Temp. at 10 rad/s, C 58 64 76
Minimum G*/sin(delta), kPa 1.00 1.00 1.00
RTFO Test T 240
Mass Loss, Maximum, % 1.00 1.00 1.00
RTFO Test Aged Binder
Dynamic Shear, T 315
Test Temp. at 10 rad/s, C 58 64 76
Minimum G*/sin(delta), kPa 2.20 2.20 2.20
Dynamic Shear, T 315
Test Temp. at 10 rad/s, C Note e Note e Note e
Maximum delta), % 80 80 80
Elastic Recovery, T 301
Test Temp., C 25 25 25
Minimum recovery, % 75 75 65
PAVE Aging, R 28
Temperature, C 100 100 110
RTFO Test and PAV Aged Binder
Dynamic Shear, T 315
Test Temp. at 10 rad/s, C 16 22 31
Maximum G*sin(delta), kPa 5000 5000 5000
Creep Stiffness, T 313
Test Temperature, C 24 18 12
Maximum S-value, MPa 300 300 300
Minimum M-value 0.300 0.300 0.300
Notes:
a. Do not modify PG Polymer Modified using acid modification.
b. The Engineer waives this specification if the supplier is a Quality Supplier as defined by the
Department's Certification Program for Suppliers of Asphalt."
c. The Department allows ASTM D 5546 instead of AASHTO T 44
d. The Engineer waives this specification if the supplier certifies the asphalt binder can be adequately
pumped and mixed at temperatures meeting applicable safety standards.
e. Test temperature is the temperature at which G*/sin(delta) is 2.2 kPa. A graph of log G*/sin(delta)
plotted against temperature may be used to determine the test temperature when G*/sin(delta) is 2.2
kPa. A graph of delta) versus temperature may be used to determine delta at the temperature when
G*/sin(delta) is 2.2 kPa. The Engineer also accepts direct measurement of delta) at the temperature
when G*/sin(delta) is 2.2 kPa.
f. Tests without a force ductility clamp may be performed.
g. PAV" means Pressurized Aging Vessel.
SAMPLING
Provide a sampling device in the asphalt feed line connecting the plant storage tanks to the
asphalt weighing system or spray bar. Make the sampling device accessible between 24 and 30
inches above the platform. Provide a receptacle for flushing the sampling device.
Include with the sampling device a valve:
1. Between 1/2 and 3/4 inch in diameter
Performance Graded Polymer Modified Asphalt Binder a
Book One- State Route 68 at San Benancio Road Intersection Improvements 353
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??j??2. Manufactured in a manner that a one-quart sample may be taken slowly at any time
during plant operations
3. Maintained in good condition
Replace failed valves.
In the Engineer's presence, take 2 one-quart samples per operating day. Provide round,
friction top, one-quart containers for storing samples.
92-1.03 EXECUTION
If asphalt is applied, you must comply with the heating and application specifications for
liquid asphalt in Section 93, Liquid Asphalts."
92-1.04 MEASUREMENT
If the contract work item for asphalt is paid by weight, the Department measures asphalt tons
by complying with the specifications for weight determination of liquid asphalt in Section 93,
Liquid Asphalts."
The Engineer determines the asphalt weight from volumetric measurements if you:
1. Use a partial asphalt load
2. Use asphalt at a location other than a mixing plant and no scales within 20 miles are
available and suitable
3. Deliver asphalt in either of the following:
3.1. A calibrated truck with each tank accompanied by its measuring stick and
calibration card
3.2. A truck equipped with a calibrated thermometer that determines the asphalt
temperature at the delivery time and with a vehicle tank meter complying with the
specifications for weighing, measuring, and metering devices in Section 9-1.01,
Measurement of Quantities"
If you furnish hot mix asphalt from a mixing plant producing material for only one project,
the Engineer determines the asphalt quantity by measuring the volume in the tank at the project's
start and end provided the tank is calibrated and equipped with its measuring stick and
calibration card.
The Engineer determines pay quantities from volumetric measurements as follows:
1. Before converting the volume to weight, the Engineer reduces the measured volume to
that which the asphalt would occupy at 60 F.
2. The Engineer uses 235 gallons per ton and 8.51 pounds per gallon for the average weight
and volume for PG and PG Polymer Modified asphalt grades at 60 F.
3. The Engineer uses the Conversion Table in Section 93, Liquid Asphalts."
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 93 LIQUID ASPHALTS
Issued 11-03-06)
Book One- State Route 68 at San Benancio Road Intersection Improvements 354
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
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STATE-U012
PROJECT-U012
NO.-U012
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NO.-U012
10-111065;-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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PLANS-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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REPORTING-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
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ADOPTING-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
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C.-U012
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AT-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??k??In Section 93-1.04 replace the 9th paragraph with:
The following Legend and Conversion Table is to be used for converting volumes of liquid
asphalt products, Grades 70 to 3000, inclusive, and paving asphalt Grades PG 58-22, PG 64-10,
PG 64-16, PG 64-28, and PG 70-10, and Grades PG 58-34 PM, PG 64-28 PM, and PG 76-22
PM.
AAnAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
SECTION 95 EPOXY
Issued 06-05-09)
Replace the table in Section 95-2.11 with:
Characteristics of Adhesive:
California
Testa Test Requirement
Brookfield Viscosity, No. 3 434, Part 4 0.9 max.
Spindle at 20 rpm, Poise at 77?F
Gel time, minutes 434, Part 1 2 to 15
Slant Shear Strength on Dry 434, Part 5b 3,000 min.
Concrete, psi, after 4 days of cure in
air at 77? F 2? F
Slant Shear Strength on Wet 434, Part 5b 1,700 min.
Concrete, psi, after 4 days of cure in
air at 77?F?2?F
Tensile Strength, psi 434, Part 7, except test after 4 days 4,500 min.
of cure at77?F?2?F
Elongation, % 434, Part 7, except test after 4 days 10 max.
of cure at 77? F 2? F
a The mixing ratio used will be that recommended by the manufacturer.
b For slant shear strength on concrete, delete Sections B-1 and B-5 of California Test 434, Part 5. For dry concrete,
use Step 2" below only. For wet concrete, use both Steps 1" & 2":
1. Soak blocks in water for 24 hours at 77? F 2? F. Remove and wipe off excess water.
2. Mix epoxy as described in California Test 434, Part 1, and apply a coat approximately 0.010-inch thick to
each diagonal surface. Place four 0.125-inch square pieces of shim stock 0.012-inch thick on one block to
control final film thickness. Before pressing the coated surfaces together, leave the blocks so that the coated
surfaces are horizontal until the epoxy reacts slightly to prevent excessive flow.
Book One- State Route 68 at San Benancio Road Intersection Improvements 355
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89575-U03
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AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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MITIGATION-U012
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ADOPTING-U012
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AT-U012
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SIGN-U012
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E.-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
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ROUTE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??l??STANDARD PLANS LIST
The Standard Plan sheets applicable to this contract include, but are not
limited to those indicated below. Applicable Revised Standard Plans RSP)
and New Standard Plans NSP) indicated below are included in the project
plans as Standard Plan sheets.
ACRONYMS, ABBREVIATIONS AND SYMBOLS
A10A Acronyms and Abbreviations Sheet 1 of 2)
A10B Acronyms and Abbreviations Sheet 2 of 2)
A10C Symbols Sheet 1 of 2)
A1OD Symbols Sheet 2 of 2)
PAVEMENT MARKERS, TRAFFIC LINES, AND PAVEMENT
MARKINGS
A20A Pavement Markers and Traffic Lines, Typical Details
A20B Pavement Markers and Traffic Lines, Typical Details
A20C Pavement Markers and Traffic Lines, Typical Details
A20D Pavement Markers and Traffic Lines, Typical Details
A24A Pavement Markings Arrows
A24B Pavement Markings Arrows
RSP A24C Pavement Markings Symbols and Numerals
A24D Pavement Markings Words
A24E Pavement Markings Words and Crosswalks
EXCAVATION AND BACKFILL
A62A Excavation and Backfill Miscellaneous Details
A62B Limits of Payment for Excavation and Backfill Bridge Surcharge and
Wall
A62C Limits of Payment for Excavation and Backfill Bridge
RSP A62DA Excavation and Backfill Concrete Pipe Culverts
A62F Excavation and Backfill Metal and Plastic Culverts
OBJECT MARKERS, DELINEATORS, CHANNELIZERS AND
BARRICADES
A73C Delineators, Channelizers and Barricades
CONCRETE BARRIER TYPE 60 SERIES
RSP A76A Concrete Barrier Type 60
A76B Concrete Barrier Type 60
METAL BEAM GUARD RAILING STANDARD RAILING
SECTIONS
A77A2 Metal Beam Guard Railing Standard Railing Section Steel Post with
Notched Wood or Notched Recycled Plastic Block)
A77B1 Metal Beam Guard Railing Standard Hardware
A77C2 Metal Beam Guard Railing Steel Post, Notched Wood Block and Notched
Recycled Plastic Block Details
A77C3 Metal Beam Guard Railing Typical Line Post Embedment and Hinge
Point Offset Details
Book One- State Route 68 at San Benancio Road Intersection Improvements 356
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??m??RSP A77C4 Metal Beam Guard Railing Typical Railing Delineation and Dike
Positioning Details
NSP A77C5 Metal Beam Guard Railing Typical Vegetation Control Standard
Railing Section
NSP A77C6 Metal Beam Guard Railing Typical Vegetation Control for Terminal
System End Treatments
NSP A77C8 Metal Beam Guard Railing Typical Vegetation Control at Fixed Object
METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR
EMBANKMENTS
RSP A77E1 Metal Beam Guard Railing Typical Layouts for Embankments
RSP A77E2 Metal Beam Guard Railing Typical Layouts for Embankments
RSP A77E3 Metal Beam Guard Railing Typical Layouts for Embankments
RSP A77E4 Metal Beam Guard Railing Typical Layouts for Embankments
RSP A77E5 Metal Beam Guard Railing Typical Layouts for Embankments
RSP A77E6 Metal Beam Guard Railing Typical Layouts for Embankments
METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR
STRUCTURES
RSP A77F1 Metal Beam Guard Railing Typical Layouts for Structure Approach
A77F2 Metal Beam Guard Railing Typical Layouts for Structure Approach
and Between Structures
RSP A77F4 Metal Beam Guard Railing Typical Layouts for Structure Departure
A77H1 Metal Railing End Anchor Assembly Type SFT)
A77H2 Metal Railing Rail Tensioning Assembly
A77H3 Metal Railing Anchor Cable and Anchor Plate Details
METAL BEAM GUARD RAILING CONNECTIONS DETAILS AND
TRANSITION RAILING TO BRIDGE RAILINGS, ABUTMENTS AND
WALLS
RSP A77J1 Metal Beam Guard Railing Connections to Bridge Railings without
Sidewalks Details No. 1
RSP A77J2 Metal Beam Guard Railing Connections to Bridge Railings without
Sidewalks Details No. 2
A77J3 Metal Beam Guard Railing Connections to Abutments and Walls
RSP A77J4 Metal Beam Guard Railing Transition Railing Type WB)
A77L1 Metal Beam Railing Terminal System Type SRT)
A77L3 Metal Beam Railing Terminal System Type ET)
FENCES
RSP A85 Chain Link Fence
NSP A85A Chain Link Fence Details
NSP A85B Chain Link Fence Details
CURBS, DRIVEWAYS, DIKES, CURB RAMPS AND ACCESSIBLE
PARKING
RSP A87A Curbs and Driveways
A87B Asphalt Concrete Dikes
Book One- State Route 68 at San Benancio Road Intersection Improvements 357
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??n??DRAINAGE INLETS, PIPE INLETS AND GRATES
NSP D71 Drainage Inlet Markers
D72 Drainage Inlets
D73 Drainage Inlets
NSP D73A Drainage Inlets Precast)
D74A Drainage Inlets
RSP D74B Drainage Inlets
D74C Drainage Inlets Details
RSP D75B Concrete Pipe Inlets
D75C Pipe Inlets Ladder and Trash Rack Details
RSP D77A Grate Details
D77B Bicycle Proof Grate Details
PIPE DOWNDRAINS, ANCHORAGE SYSTEMS AND OVERSIDE
DRAINS
D87A Corrugated Metal Pipe Downdrain Details
D87B Plastic Pipe Downdrain Details
D87C Cable Anchorage System
D87D Overside Drains
FLARED END SECTIONS
D94B Concrete Flared End Sections
PIPE COUPLING AND JOINT DETAILS
D97H Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard
and Positive Joints
PLANTING AND IRRIGATION
RSP Hl Planting and Irrigation Abbreviations
RSP H2 Planting and Irrigation Symbols
H4 Planting and Irrigation Details
EROSION CONTROL
RNSP H51 Erosion Control Details Fiber Roll)
TEMPORARY CRASH CUSHIONS, RAILING AND TRAFFIC
SCREEN
RSP T1A Temporary Crash Cushion, Sand Filled Unidirectional)
RSP T1B Temporary Crash Cushion, Sand Filled Bidirectional)
RSP T2 Temporary Crash Cushion, Sand Filled Shoulder Installations)
T3 Temporary Railing Type K)
RSP T7 Construction Project Funding Identification Signs
TEMPORARY TRAFFIC CONTROL SYSTEMS
T10 Traffic Control System for Lane Closure On Freeways and Expressways
T13 Traffic Control System for Lane Closure on Two Lane Conventional
Highways
TEMPORARY WATER POLLUTION CONTROL
T51 Temporary Water Pollution Control Details Temporary Silt Fence)
T53 Temporary Water Pollution Control Details Temporary Cover)
RSP T56 Temporary Water Pollution Control Details Temporary Fiber Roll)
Book One- State Route 68 at San Benancio Road Intersection Improvements 358
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??o??T57 Temporary Water Pollution Control Details Temporary Check Dam)
T58 Temporary Water Pollution Control Details Temporary Construction
Entrance)
T59 Temporary Water Pollution Control Details Temporary Concrete
Washout Facility)
NSP T61 Temporary Water Pollution Control Details Temporary Drainage Inlet
Protection)
NSP T62 Temporary Water Pollution Control Details Temporary Drainage Inlet
Protection)
NSP T63 Temporary Water Pollution Control Details Temporary Drainage Inlet
Protection)
NSP T64 Temporary Water Pollution Control Details Temporary Drainage Inlet
Protection)
NSP T65 Temporary Water Pollution Control Details Temporary Fence Type
ESA)]
BRIDGE DETAILS
B0-3 Bridge Details
B0-5 Bridge Details
B0-13 Bridge Details
PILES
B2-5 Pile Details Class 90 and Class 140
RSP B2-8 Pile Details Class 200
RETAINING WALLS
B3-1 Retaining Wall Type 1 H 4' through 30'
B3-7 Retaining Wall Type 5
B3-8 Retaining Wall Details No. 1
B3-9 Retaining Wall Details No. 2
T-BEAM DETAILS
B6-10 Utility Openings, T-Beam
JOINT SEALS
RSP B6-21 Joint Seals Maximum Movement Rating 2")
UTILITY OPENING
B7-11 Utility Details
CHAIN LINK RAILING, CABLE RAILING AND TUBULAR HAND
RAILING
B11-7 Chain Link Railing
B11-47 Cable Railing
BRIDGE METAL RAIL BARRIERS
ROADSIDE SIGNS
RS1 Roadside Signs, Typical Installation Details No. 1
RS2 Roadside Signs Wood Post, Typical Installation Details No. 2
RS4 Roadside Signs, Typical Installation Details No. 4
OVERHEAD AND ROADSIDE SIGNS PANELS
S93 Framing Details for Framed Single Sheet Aluminum Signs, Rectangular
Shape
Book One- State Route 68 at San Benancio Road Intersection Improvements 359
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??p??S94 Roadside Framed Single Sheet Aluminum Signs, Rectangular Shape
S95 Roadside Single Sheet Aluminum Signs, Diamond Shape
ELECTRICAL SYSTEMS SYMBOLS AND ABBREVIATIONS
RSP ES-lA Electrical Systems Symbols and Abbreviations)
RSP ES-1B Electrical Systems Symbols and Abbreviations)
RSP ES-IC Electrical Systems Symbols and Abbreviations)
ELECTRICAL SYSTEMS SIGNAL HEADS, SIGNAL FACES AND
MOUNTINGS
ES-4A Electrical Systems Signal Heads and Mountings)
ES-4B Electrical Systems Signal Heads and Mountings)
RSP ES-4C Electrical Systems Signal Heads and Mountings)
RSP ES-4D Electrical Systems Signal Heads and Mountings)
ES-4E Electrical Systems Signal Faces and Mountings)
ELECTRICAL SYSTEMS DETECTORS
RSP ES-5A Electrical Systems Detectors)
ES-5B Electrical Systems Detectors)
ES-5C Electrical Systems Detectors)
ES-5D Electrical Systems Detectors)
ELECTRICAL SYSTEMS SIGNAL AND LIGHTING STANDARDS
RSP ES-7B Electrical Systems Signal and Lighting Standard Type 1 Standards and
Equipment Numbering)
RSP ES-7D Electrical Systems Signal and Lighting Standard Case 2 Arm Loading,
Wind Velocity 100 mph, Arm Lengths 15' to 30')
RSP ES-7F Electrical Systems Signal and Lighting Standard Case 4 Arm Loading,
Wind Velocity 100 mph, Arm Lengths 25' to 45')
ELECTRICAL SYSTEMS SIGNAL AND LIGHTING STANDARD
DETAILS
ES-7M Electrical Systems Signal and Lighting Standards Details No. 1)
ES-7N Electrical Systems Signal and Lighting Standards Details No. 2)
ELECTRICAL SYSTEMS INTERNALLY ILLUMINATION STREET
NAME SIGN
ELECTRICAL SYSTEMS PEDESTRIAN BARRICADES
ES-7P Electrical Systems Pedestrian Barricades)
ELECTRICAL SYSTEMS PULL BOX DETAILS
ES-8 Electrical Systems Pull Box Details)
ELECTRICAL SYSTEMS ISOFOOTCANDLE DIAGRAMS AND
FOUNDATION DETAILS
ES-10 Electrical Systems Isofootcandle Diagrams)
ES-11 Electrical Systems Foundation Installations)
ELECTRICAL SYSTEMS SPLICING, WIRING DETAILS AND
FUSE RATINGS
ES-13A Electrical Systems Splicing Details)
ES-13B Electrical Systems Wiring Details and Fuse Ratings)
Book One- State Route 68 at San Benancio Road Intersection Improvements 360
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??q??RESOURCE MANAGEMENT AGENCY
DEPARTMENT OF PUBLIC WORKS
COUNTY OF MONTEREY
STATE OF CALIFORNIA
SPECIAL PROVISIONS
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION
IMPROVEMENTS
CONTRACT NO. 10-111065
SECTION 1. DEFINITION AND TERMS
1-1.01 SPECIFICATIONS AND PLANS
The work embraced herein shall be done in accordance with the Standard Specifications,
dated May 2006, and the Standard Plans, dated May 2006, of the State of California, Department
of Transportation, as amended, insofar as the same may apply and in accordance with the
following Special Provisions. Additionally, a Mitigation Monitoring and Reporting Program has
been adopted for this project and is attached hereto in Appendix B.
In case of conflict between the Standard Specifications and these Special Provisions, the
Special Provisions shall take precedence over and be used in lieu of such conflicting portions;
however, the provisions of the Mitigation Monitoring and Reporting Program shall take
precedence over both. The listing of certain salient sections from the Standard Specifications and
these Special Provisions shall not in any way relieve the Contractor of complying with each and
every section of the Standard Specifications. The Contractor shall comply with all applicable
project-specific mitigation measures listed in Mitigation Monitoring Reporting Program for the
State Route 68/San Benancio Intersection Improvement Project.
Amendments to the Standard Specifications set forth in these Special Provisions shall be
considered as part of the Standard Specifications for the purposes set forth in Section 5-1.04,
Contract Documents," of the Standard Specifications. Whenever either the term Standard
Specifications is amended" or the term Standard Specifications are amended" is used in the
Special Provisions, the indented text or table following the term shall be considered an
amendment to the Standard Specifications. In case of conflict between such amendments and the
Standard Specifications, the amendments shall take precedence over and be used in lieu of the
conflicting portions.
1-1.02 INTERPRETATION OF STANDARD SPECIFICATIONS
For the purpose of this Contract, certain terms or pronouns in place of them used throughout
the Standard Specifications shall be interpreted as follows: Attention is directed to Section 1-4,
Definition," of the Standard Specifications and these Special Provisions:
1-1.03 DEFINITIONS
The following terms defined in Section 1, Definitions and Terms," of the Standard
Specifications shall be interpreted to have the following meaning and intent:
State: County of Monterey
Department: The Monterey County Department of Public Works
Book One San Benancio/State Route 68 Intersection Improvements 361
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??r??Director: Chair of the Board of Supervisors
Engineer: Director of Public Works of Monterey County, acting either
directly or through properly authorized agents, such agents acting
within the scope of the particular duties entrusted to them.
Laboratory: Any established laboratory designated by the Engineer to test
materials and work involved in the Contract.
Attorney General: County Counsel of Monterey County
1-1.04 DEFINITIONS IN SPECIAL PROVISIONS
Whenever in the Special Provisions and other contract documents, the following terms, or
pronouns in place of them are used, the intent and meaning shall be interpreted as follows:
Clerk of the Board: The Clerk of the Monterey County Board of Supervisors
Public Works Director: The Director of Public Works of Monterey County.
SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
2-1.01 GENERAL
The bidder's attention is directed to the provisions in Section 2, Bidding," of the Standard
Specifications and these Special Provisions for the requirements and conditions which he must
observe in the preparation of the proposal form and the submission of the bid.
The Bidder's Bond form mentioned in the last paragraph in Section 2-1.13, Bidder's
Security," of the Standard Specifications will be found in the Bid Form, Book Two. Bidder's
security in the form of cashier's check or certified check shall be made payable to the County of
Monterey.
In conformance with Public Contract Code 7106, a Noncollusion Affidavit is included in
the Proposal. Signing the Proposal shall also constitute signature of the Noncollusion Affidavit.
This Contract will require a Class A" contractor's license.
2-1.02 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS
Each bid shall have listed therein the name and address of each Subcontractor to whom the
bidder proposes to subcontract portions of the work in an amount in excess of one-half of one
percent of his total bid or $10,000, whichever is greater, in accordance with the Subletting and
Subcontracting Fair Practices Act, commencing with 4100 of the Public Contract Code.
The bidder's attention is directed to other provisions of said Act related to the imposition of
penalties for a failure to observe its provisions by using unauthorized Subcontractors or by
making unauthorized substitutions.
A sheet for listing the Subcontractors, as required herein by law, is included in the Bid Form.
2-1.03 EXAMINATION OF PLANS, SPECIFICATIONS, CONTRACT, AND SITE OF
WORK
The bidder shall examine carefully the site of the work contemplated, the plans and
specifications, and the proposal and contract forms therefor. The submission of a bid shall be
Book One San Benancio/State Route 68 Intersection Improvements 362
CONTRACT NO. 10-1 1 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
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PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
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STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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15366-U05
3-U06
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CONDUCT-U07
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PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
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REPORTING-U012
PROGRAM-U012
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C.-U012
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ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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DIRECTOR-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
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ADOPTING-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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WORKS-U012
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ADVERTISE-U012
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IN-U012
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ON-U012
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17,-U012
2011-U012
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24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??s??conclusive evidence that the bidder has investigated and is satisfied as to the general and local
conditions to be encountered, as to the character, quality and scope of work to be performed, the
quantities of materials to be furnished and as to the requirements of the proposal, plans,
specifications and the contract.
The submission of a bid shall also be conclusive evidence that the bidder is satisfied as to the
character, quality and quantity of surface and subsurface materials or obstacles to be encountered
insofar as this information was reasonably ascertainable from an inspection of the site as well as
from the plans and specifications made a part of the contract.
All bidder inquiries about the meaning or intent of the Contract Documents submitted to the
Engineer shall be in writing. Replies to the inquiries will be in the form of addenda and will be
mailed, faxed, or delivered to all parties recorded by the Engineer as having received the bidding
documents. Issued addenda shall be considered as part of the Contract Documents. Bidder
inquiries received less than ten 10) days prior to the date of bid opening will not be answered.
Oral and other interpretations or clarifications will be without legal effect.
The County assumes no responsibility for conclusions or interpretations made by a bidder or
contractor based on the information or data made available by the County. The County does not
assume responsibility for representation made by its officers or agents before the execution of the
contract concerning surface or subsurface conditions, unless that representation is expressly
stated in the contract.
No conclusions or interpretations made by a bidder or contractor from the information and
data made available by the County will relieve a bidder or contractor from properly fulfilling the
terms of the contract.
2-1.04 GOOD-FAITH EFFORT TO HIRE RESIDENTS OF MONTEREY BAY AREA
In accordance with 5.08.120 of the Monterey County Code, unless such requirement would
conflict with a state or federal law or regulation applicable to a particular contract for a public
work of improvement, all contractors and subcontractors providing work, laborers, or
materialmen on the project must promise to make a good-faith effort to hire qualified
individuals who are, and have been for one 1) year prior to the opening of bids residents of the
Monterey Bay Area in sufficient numbers so that no less than fifty percent 50%) of the
contractor's total construction work force on the project including any subcontractor work force,
measured in labor work hours is comprised of Monterey Bay Area residents. A certification form
relating to compliance with 5.08.120 is furnished with the bid documents. Each contractor must
complete the certification form and submit the certification form with the sealed bid. The
Monterey County Board of Supervisors may deem a bid non-responsive for failure to abide by
the good-faith local hiring provisions of Section 5.08.120.
The Monterey County Purchasing Agent has prescribed rules, regulations, and procedures
relating to the application, administration, and interpretation of the provisions of 5.08.120,
which include the following:
Monterey Bay Area resident" means a person who resides within the boundaries of
Monterey County, Santa Cruz County, or San Benito County.
A good-faith effort to hire qualified individuals" means that the contractor will take the
following or similar steps.
Contact local recruitment sources to identify qualified individuals who are Monterey Bay
Area residents.
Advertise for qualified Monterey Bay Area residents in trade papers and a newspaper of
Book One San Benancio/State Route 68 Intersection Improvements 363
CONTRACT NO. 10-111065
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68-U012
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UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BIB]
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BOOK-U02
ONE-U02
U02
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NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
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INTERSECTION-U012
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MAKING-U012
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FINDINGS-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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PUBLIC-U012
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PUBLIC-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??t??general circulation in at least Monterey County, unless time limits imposed by the County
do not permit that advertising.
If portions of the work are to be performed by subcontractors, identify subcontractors
whose work force includes Monterey Bay Area residents.
Take residency into account as a factor when determining composition of construction
work force and potential subcontractors for the project.
Require the same good-faith efforts by its subcontractors.
The County department administering the contract, in conjunction with the County's Equal
Opportunity Officer, may periodically request evidence from each contractor that the contractor
is complying with the requirements of 5.08.120. To this end, the contractor shall maintain
accurate records documenting the following: contractor's good-faith efforts to hire Monterey Bay
Area residents; the total number of labor hours contractor's construction work force has
expended to date on the project; the number of such labor hours performed by Monterey Bay
Area residents; and evidence of residency of contractor construction workforce. The contractor
shall require any and all subcontractors on the project to maintain records of the same
information for subcontractor's work force on the project and shall require subcontractor to
provide a copy of those records to contractor upon contractor's request. The contractor shall
make contractor's and subcontractors' records available to County for review and inspection
within five business days of the County's request.
Contractors and subcontractors are referred to the provisions of 5.08.120 of the Monterey
County Code and the rules, regulations, and procedures adopted to implement 5.08.120, a copy
of which are on file with the County department administering the contract, with the County's
Purchasing Agent, and with the County's Equal Opportunity Officer.
SECTION 3. AWARD AND EXECUTION OF CONTRACT
3-1.01 GENERAL
The bidder's attention is directed to the provisions in Section 3, Contract Award and
Execution," of the Standard Specifications and these Special Provisions for the requirements and
conditions concerning award and execution of contract.
Bidders who wish to lodge a protest as to the award of the bid must do so before 5 p.m. of the
5th business day following the notice of intent to award the contract. Failure to timely file a
written protest shall constitute a waiver of right to protest. Untimely protests will not be accepted
or considered. Bid protests must be submitted, in writing, to: MONTEREY COUNTY DEPARTMENT
OF PUBLIC WORKS, ATTENTION OF THE PROJECT MANAGER, 168 W ALISAL STREET 2ND FLOOR,
SALINAS, CA 93901-2438.
Protests may be hand-delivered or sent via facsimile 831) 755-4958], certified postal
mail, or E-mail to the attention of the project manager The Project Manager's E-mail address
may be obtained by calling 831) 755-4800]. Bid protests must include the project name and
project number, a complete statement describing the basis for the bid protest, including a detailed
statement of all legal and factual grounds for the protest, any documentation supporting the
protestor's grounds for the protest, and the form of relief requested and the legal basis for such
relief. The party lodging the protest must also include their contact information including
mailing address, telephone number, and E-mail address.
If a valid protest is timely filed, the Department shall investigate the bid protest. The
protested bidder shall have three 3) business days to respond to any Department of Public
Works requests to provide additional information. The Department shall respond to the
Book One San Benancio/State Route 68 Intersection Improvements 364
CONTRACT NO. 10-111065
BIB]
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68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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7/19/2010-U011
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??u??protesting party, stating its finding. The Department Director shall make a recommendation to
the Board regarding the bid protest.
The award of the contract, if it be awarded, will be to the lowest responsible bidder whose
bid complies with all the requirements prescribed.
In determining the lowest responsible" Bidder, consideration shall be given to the general
competency of Bidder in regards to the work covered by the bid.
The contract shall be executed by the successful bidder and shall be returned, together with
the contract bonds and insurance certificates, to the MONTEREY COUNTY PUBLIC WORKS
DEPARTMENT so that it is received within 10 days, not including Saturdays, Sundays and legal
holidays, after the bidder has received the contract for execution. Failure to do so shall be just
cause for forfeiture of the proposal guaranty. The executed contract documents shall be
delivered to the following address: MONTEREY COUNTY DEPARTMENT OF PUBLIC WORKS, 168
W. ALISAL ST 2ND FL, SALINAS, CA, 93901-2438.
3-1.02 CONTRACT BONDS
In lieu of the second paragraph in Section 3-1.03 of the Standard Specifications, the
following shall be inserted:
Except as otherwise provided in 3248 of the Civil Code and 30154 of the Streets
and Highways Code, each of the two bonds shall be in a sum equal to at least 100 percent
of the contract price and shall be written by an admitted corporate surety.
SECTION 4. PROSECUTION AND PROGRESS
4-1.01 BEGINNING OF WORK, TIME OF COMPLETION, AND LIQUIDATED
DAMAGES
Attention is directed to the provisions in Section 8-1.03, Beginning of Work;" in Section
8-1.06 Time of Completion;" and in Section 8-1.07, Liquidated Damages;" of the Standard
Specifications.
The Contractor shall begin work within 15 calendar days of the issuance of the Notice to
Proceed by the County of Monterey. This work shall be diligently prosecuted to completion
before the expiration of 120 WORKING DAYS.
The Contractor shall pay to the County of Monterey the sum of $4,250 per day, for each and
every calendar day's delay in finishing the work in excess of the number of working days
prescribed above.
4-1.02 PRE-CONSTRUCTION CONFERENCE
After the issuance of the Notice to Proceed, a pre-construction conference shall be held at the
office of the MONTEREY COUNTY DEPARTMENT OF PUBLIC WORKS, 855 E. LAUREL DRIVE,
BUILDING D, SALINAS, CA, for the purpose of discussing with the Contractor the scope of work,
contract drawings, Specifications, existing conditions, materials to be ordered, equipment to be
used, and all essential matters pertaining to the prosecution of and the satisfactory completion of
the project as required. The Contractor's representatives at this conference shall include all
major superintendents for the work and may include major subcontractors.
4-1.03 ARCHAEOLOGICAL DISCOVERIES
All articles of archaeological interest that may be uncovered by the Contractor during the
progress of the work shall be reported immediately to the Engineer. The further operations of the
Contractor with respect to the find shall be decided under the direction of the Engineer.
Book One San Benancio/State Route 68 Intersection Improvements 365
CONTRACT NO. 10-111065
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??v??SECTION 5. GENERAL
SECTION 5-1. MISCELLANEOUS
5-1.01 LABOR NON DISCRIMINATION
Attention is directed to the following Notice that is required by Chapter 5 of Division 4 of
Title 2, California Code of Regulations.
NOTICE OF REQUIREMENT FOR NONDISCRIMINATION PROGRAM
GOV. CODE, 12990)
Your attention is called to the Nondiscrimination Clause", set forth in Section 7-1.01A(4),
Labor Nondiscrimination," of the Standard Specifications, which is applicable to all nonexempt
state contracts and subcontracts, and to the Standard California Nondiscrimination Construction
Contract Specifications" set forth therein. The Specifications are applicable to all nonexempt
state construction contracts and subcontracts of $5,000 or more.
5-1.02 GENERAL PREVAILING WAGE RATES
Attention is directed to Section 7-1.01A(2), Prevailing Wage," of the Standard
Specifications.
The general prevailing wage rates determined by the Director of Industrial Relations, for the
county or counties in which the work is to be done, are available on the Internet at:
http://www.dir.ca.gov/dlsr/pwd/. These wage rates are not included in the Bid Book for the
project. Changes, if any, to the general prevailing wage rates will be available at the same
location.
The general prevailing rates of per diem, holiday, and overtime wages for each craft,
classification, or type of worker needed to execute the contract are determined in accordance
with 1770, et. seq., of the Labor Code; and the contractor shall comply with all applicable
sections thereof.
The general prevailing rate of per diem wages and the general prevailing rate for holiday and
overtime work are on file in the office of the Monterey County Department of Public Works or
on the Internet at: http://www.dir.ca.gov/dlsr/pwd/.
The Contractor shall post the prevailing wage rates at the job site.
5-1.03 APPRENTICES
Attention is directed to Section 7-1.01A 5), Apprentices," of the Standard Specifications.
5-1.04 LABOR CODE REQUIREMENT
Attention is directed to Section 7-1.01A(1), Hours of Labor," of the Standard Specifications.
5-1.05 WORKERS' COMPENSATION
Attention is directed to Section 7-1.12B(3), Workers' Compensation and Employer's
Liability Insurance," of the Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 366
CONTRACT NO. 10- 11 1 065
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BIB]
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7/19/2010-U011
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BOOK ONE - CONTRACT NO. 10-11??w??5-1.06 PUBLIC SAFETY
The Contractor shall provide for the safety of traffic and the public in conformance with the
provisions in Section 7-1.09, Public Safety," of the Standard Specifications and these Special
Provisions.
The Contractor shall install temporary railing Type K) between a lane open to public traffic
and an excavation, obstacle or storage area when the following conditions exist:
A. Excavations The near edge of the excavation is 12 feet or less from the edge of the lane,
except:
1. Excavations covered with sheet steel or concrete covers of adequate thickness to
prevent accidental entry by traffic or the public.
2. Excavations less than 1 foot deep.
3. Trenches less than 1 foot wide for irrigation pipe or electrical conduit, or
excavations less than 1.0-ft in diameter.
4. Excavations parallel to the lane for the purpose of pavement widening or
reconstruction.
5. Excavations in side slopes, where the slope is steeper than 4:1 horizontal:
vertical).
6. Excavations protected by existing barrier or railing.
B. Temporarily Unprotected Permanent Obstacles. The work includes the installation of a
fixed obstacle together with a protective system, such as a sign structure together with
protective railing, and the Contractor elects to install the obstacle prior to installing the
protective system; or the Contractor, for the Contractor's convenience and with
permission of the Engineer, removes a portion of an existing protective railing at an
obstacle and does not replace such railing complete in place during the same day.
C. Storage Areas.-Material or equipment is stored within 12 feet of the lane and the
storage is not otherwise prohibited by the provisions of the Standard Specifications and
these Special Provisions.
The approach end of temporary railing Type K), installed in conformance with the
provisions in this section Public Safety" and in Section 7-1.09, Public Safety," of the Standard
Specifications, shall be offset a minimum of 15 feet from the edge of the traffic lane open to
public traffic. The temporary railing shall be installed on a skew toward the edge of the traffic
lane of not more than 1 foot transversely to 10 feet longitudinally with respect to the edge of the
traffic lane. If the 15 feet minimum offset cannot be achieved, the temporary railing shall be
installed on the 10 to 1 skew to obtain the maximum available offset between the approach end
of the railing and the edge of the traffic lane, and an array of temporary crash cushion modules
shall be installed at the approach end of the temporary railing.
Temporary railing Type K) shall conform to the provisions in Section 12-3.08, Temporary
Railing Type K)," of the Standard Specifications. Temporary railing Type K), conforming to
the details shown on 1999 Standard Plan T3, may be used. Temporary railing Type K)
fabricated prior to January 1, 1993, and conforming to 1988 Standard Plan B11-30 may be used,
provided the fabrication date is printed on the required Certificate of Compliance.
Temporary crash cushion modules shall conform to the provisions in Temporary Crash
Cushion Module" of these Special Provisions.
Except for installing, maintaining and removing traffic control devices, whenever work is
performed or equipment is operated in the following work areas, the Contractor shall close the
Book One San Benancio/State Route 68 Intersection Improvements 367
CONTRACT NO. 10-111065
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BOOK ONE - CONTRACT NO. 10-11??x??adjacent traffic lane unless otherwise provided in the Standard Specifications and these Special
Provisions:
Approach Speed of Public Traffic Posted Limit)
Miles Per Hour) Work Areas
Over 45 Miles Per Hour Within 6 feet of a traffic lane but not on a traffic lane
35 to 45 Miles Per Hour Within 3 feet of a traffic lane but not on a traffic lane
The lane closure provisions of this section shall not apply if the work area is protected by
permanent or temporary railing or barrier.
When traffic cones or delineators are used to delineate a temporary edge of a traffic lane, the
line of cones or delineators shall be considered to be the edge of the traffic lane, however, the
Contractor shall not reduce the width of an existing lane to less than 10 feet without written
approval from the Engineer.
When work is not in progress on a trench or other excavation that required closure of an
adjacent lane, the traffic cones or portable delineators used for the lane closure shall be placed
off of and adjacent to the edge of the traveled way. The spacing of the cones or delineators shall
be not more than the spacing used for the lane closure.
Suspended loads or equipment shall not be moved nor positioned over public traffic or
pedestrians.
Full compensation for conforming to the provisions in this section Public Safety," including
furnishing and installing temporary railing Type K) and temporary crash cushion modules, shall
be considered as included in the contract prices paid for the various items of work involved and
no additional compensation will be allowed therefore.
5-1.07 REMOVAL OF ASBESTOS AND HAZARDOUS SUBSTANCE
When the presence of asbestos or hazardous substances are not shown on the plans or
indicated in the specifications and the Contractor encounters materials which the Contractor
reasonably believes to be asbestos or a hazardous substance as defined in 25914.1 of the Health
and Safety Code, and the asbestos or hazardous substance has not been rendered harmless, the
Contractor may continue work in unaffected areas reasonably believed to be safe. The
Contractor shall immediately cease work in the affected area and report the condition to the
Engineer in writing.
In conformance with 25914.1 of the Health and Safety Code, removal of asbestos or
hazardous substances including exploratory work to identify and determine the extent of the
asbestos or hazardous substance will be performed by separate contract.
If delay of work in the area, due to the presence of asbestos or hazardous substances, delays
the current controlling operation, the delay will be considered a right of way delay and the
Contractor will be compensated for the delay in conformance with the provisions in Section
8-1.09, Delays," of the Standard Specifications.
The Department reserves the right to use other forces for exploratory work to identify and
determine the extent of such material and for removing hazardous material from such area.
5-1.08 CONTRACTOR'S LICENSING LAWS
Attention is directed to Section 7-1.01C, Contractor's Licensing Laws," of the Standard
Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 368
CONTRACT NO. 10-111065
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BY-U012
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CONTINGENT-U012
UPON-U012
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OF-U012
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BUDGET.-U012
BIB]
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BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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UPON-U012
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BUDGET.-U012
BIB]
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U02
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NO.-U02
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LI21329-U03
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
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15366-U05
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ADOPTING-U012
MITIGATION-U012
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PROGRAM-U012
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ROUTE-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??y??5-1.09 SUBCONTRACTING
No subcontract releases the Contractor from the contract or relieves the Contractor of their
responsibility for a subcontractor's work.
If the Contractor violates Public Contract Code 4100 et seq., the County of Monterey may
exercise the remedies provided under Public Contract Code 4110. The County of Monterey
may refer the violation to the Contractors State License Board as provided under Public Contract
Code 111.
The Contractor shall perform work equaling at least 30 percent of the value of the original
total bid with the Contractor's own employees and equipment, owned or rented, with or without
operators.
Each subcontract must comply with the contract.
Each subcontractor must have an active and valid State contractor's license with a
classification appropriate for the work to be performed Business and Professions Code, 7000 et
seq.).
Submit copies of subcontracts upon request by the Engineer.
Before subcontracted work starts, submit a Subcontracting Request form.
Do not use a debarred contractor; a current list of debarred contractors is available at the
Department of Industrial Relations' Web site.
Upon request by the Engineer, immediately remove and not again use a subcontractor who
fails to prosecute the work satisfactorily.
5-1.10 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS
Attention is directed to the provisions in 10262 and 10262.5 of the Public Contract Code
and 7108.5 of the Business and Professions Code concerning prompt payment to
subcontractors.
A prime contractor or subcontractor shall pay any subcontractor not later than 10 days of
receipt of each progress payment in accordance with the provision in 7108.5 of the California
Business and Professions Code concerning prompt payment to subcontractors. The 10 days is
applicable unless a longer period is agreed to in writing. Any delay or postponement of payment
over 30 days may take place only for good cause and with the agency's prior written approval.
Any violation of 7108.5 shall subject the violating contractor or subcontractor to the penalties,
sanction and other remedies of that section. This requirement shall not be construed to limit or
impair any contractual, administrative, or judicial remedies otherwise available to the contractor
or subcontractor in the event of a dispute involving late payment or nonpayment by the prime
contractor, deficient subcontract performance, or noncompliance by a subcontractor.
5-1.11 PARTNERING
The County of Monterey will promote the formation of a Partnering" relationship with the
Contractor in order to effectively complete the contract to the benefit of both parties. The
purpose of this relationship will be to maintain cooperative communication and mutually resolve
conflicts at the lowest possible management level.
The Contractor may request the formation of such a Partnering" relationship by submitting a
request in writing to the Engineer after approval of the contract. If the Contractor's request for
Partnering" is approved by the Engineer, scheduling of a Partnering" workshop, selecting the
Partnering" facilitator and workshop site, and other administrative details shall be as agreed to
by both parties.
The costs involved in providing a facilitator and a workshop site will be borne equally by the
County of Monterey and the Contractor. The Contractor shall pay all compensation for the
wages and expenses of the facilitator, and of the expenses for obtaining the workshop site. The
State's share of such costs will be reimbursed to the Contractor in a change order written by the
Book One San Benancio/State Route 68 Intersection Improvements 369
CONTRACT NO. 10-111065
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??z??Engineer. Markups will not be added. All other costs associated with the Partnering"
relationship will be borne separately by the party incurring the costs.
The establishment of a Partnering" relationship will not change or modify the terms and
conditions of the contract and will not relieve either party of the legal requirements of the
contract.
5-1.12 PAYMENTS
Attention is directed to Section 9-1.07, Progress Payments," and 9-1.08, Payment After
Contract Acceptance," of the Standard Specifications and these Special Provisions.
For the purpose of making partial payments pursuant to Section 9-1.07, Progress Payments,"
of the Standard Specifications, the amount set forth for the contract items of work hereinafter
listed shall be deemed to be the maximum value of the contract item of work, which will be
recognized for progress payment purposes.
Clearing and Grubbing $10,000
Prepare Water Pollution Control Program $ 3,400
Lead Compliance Plan $10,000
Temporary Stream Diversion $ 1,000
After acceptance of the contract pursuant to the provisions in Section 7-1.17, Acceptance of
Contract," of the Standard Specifications, the amount, if any, payable for a contract item of work
in excess of the maximum value for progress payment purposes hereinabove listed for the item,
will be included for payment in the first estimate made after acceptance of the contract.
No partial payment will be made for any materials on hand which are furnished but not
incorporated in the work.
5-1.13 MEASUREMENT AND PAYMENT
Attention is directed to Section 9, Measurement and Payment," of the Caltrans Standard
Specifications and these Special Provisions.
Section 9-1.10, Arbitration," as defined in the Standard Specifications, is deleted from this
contract. In lieu of arbitration, the following shall apply from the Public Contract Code):
A. Application of article; inclusion of article in plans and specifications Public Contracts
Codes 20104):
I a. This article applies to all public works claims of three hundred seventy-five thousand
dollars $375,000) or less which arise between a Contractor and the County of
Monterey.
lb. This article shall not apply to any claims resulting from a contract between the
Contractor and the County of Monterey when the public agency has elected to resolve
any disputes pursuant to Article 7.1 commencing with 10240) of Chapter 1 of Part
2, of the Public Contract Code).
2a. Public Works" has the same meaning as in 3 100 and 3106 of the Civil Code.
2b. Claim" means a separate demand by the Contractor for A) a time extension, B)
payment of money or damages arising from work done by or on behalf of the
Contractor pursuant to the contract for a public work and payment of which is not
otherwise expressly provided for or the claimant is not otherwise entitled to, or C) an
amount the payment of which is disputed by the local agency.
3. The provisions of this article or a summary thereof shall be set forth in the plans or
specifications for any work, which may give, rise to a claim under this article.
4. This article applies only to contracts entered into on or after January 1, 1991.
Book One San Benancio/State Route 68 Intersection Improvements 370
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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IMPROVEMENTS;-U012
C.-U012
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68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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OF-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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OR-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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10-111065;-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
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AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??{??B. Claims; requirements Public Contracts Codes 20104.2):
For any claim subject to this article, the following requirements apply:
1. The claim shall be in writing and include the documents necessary to substantiate the
claim. Claims must be filed on or before the date of final payment. Nothing in this
subdivision is intended to extend the time limit or supersede notice requirements
otherwise provided by contract for the filing of claims.
2a. For Claims of less than fifty thousand dollars $50,000), the local agency shall
respond in writing to any written claim within 45 days of receipt of the claim, or may
request, in writing, within 30 days of receipt of the claim, any additional
documentation supporting the claim or relating to defenses or claims the local agency
may have against the claimant.
2b. If additional information is thereafter required, it shall be requested and provided
pursuant to this subdivision, upon mutual agreement of the local agency and the
claimant.
2c. The local agency's written response to the claim, as further documented, shall be
submitted to the claimant within 15 days after receipt of the further documentation or
within a period of time no greater than that taken by the claimant in producing the
additional information, whichever is greater.
3a. For claims of over fifty thousand dollars $50,000) and less than or equal to three
hundred seventy-five thousand dollars $375,000), the local agency shall respond in
writing to all written claims within 60 days of receipt of the claim, or may request, in
writing, within 30 days of receipt of the claim, any additional documentation
supporting the claim or relating to defenses or claims the local agency may have
against the claimant.
3b. If additional information is thereafter required, it shall be requested and provided
pursuant to this subdivision, upon mutual agreement of the local agency and the
claimant.
3c. The local agency's written response to the claim, as further documented, shall be
submitted to the claimant within 30 days after receipt of the further documentation, or
within a period of time no greater than that taken by the claimant in producing the
additional information or requested documentation, whichever is greater.
4. If the claimant disputes the local agency's written response, or the local agency fails
to respond within the time prescribed, the claimant may so notify the local agency, in
writing, either within 15 days of receipt of the local agency's response or within 15
days of the local agency's failure to respond within the time prescribed, respectively,
and demand an informal conference to meet-and-confer for settlement of the issues in
dispute. Upon a demand, the local agency shall schedule a meet-and-confer
conference within 30 days for settlement of the dispute.
5. If following the meet-and-confer conference the claim or any portion remains in
dispute, the claimant may file a claim pursuant to Chapter 1 commencing with
900) and Chapter 2 commencing with 910) of Part 3 of Division 3.6 of Title 1 of
the Government Code. For purposes of those provisions, the running of the period of
time within which a claim must be filed shall be tolled from the time the claimant
submits his or her written claim pursuant to subdivision a) until the time the claim is
denied, including any period of time utilized by the meet and confer conference.
C. Procedures for civil actions filed to resolve claims Public Contracts Codes 20104.4): The
following procedures are established for all civil actions filed to resolve claims subject to
this article:
Book One San Benancio/State Route 68 Intersection Improvements 371
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
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AS89575-U03
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AI93754-U03
DO94108-U03
C1-U03
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3-U06
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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WORKS-U012
TO-U012
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SPECIFICATIONS;-U012
E.-U012
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PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
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05-0H8220,-U012
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10-111065;-U012
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OF-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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B.-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??|??1. Within 60 days, but no earlier than 30 days, following the filing or responsive
pleadings, the court shall submit the matter to nonbinding mediation unless waived by
mutual stipulation of both parties. The mediation process shall provide for the
selection within 15 days by both parties of a disinterested third person as mediator,
shall be commenced within 30 days of the submittal, and shall be concluded within
15 days from the commencement of the mediation unless a time requirement is
extended upon a good cause showing to the court.
2a. If the matter remains in dispute, the case shall be submitted to judicial arbitration
pursuant to Chapter 2.5 commencing with 1141.10) Title 3 of Part 3 of the Code of
Civil Procedure, notwithstanding 1141.11 of that code. The Civil Discovery Act of
1986 Article 3 commencing with 2016) of Chapter 3 of Title 3 of Part 4 of the Code
of Civil Procedure) shall apply to any proceeding bought under this subdivision
consistent with the rules pertaining to judicial arbitration.
2b. In addition to Chapter 2.5 commencing with 1141.10) of Title 3 of Part 3 of the
Code of Civil Procedure, A) arbitrators shall, when possible, be experienced in
construction law, and B) any party appealing an arbitration award who does not
obtain a more favorable judgment shall, in addition to payment of costs and fees
under that chapter, also pay the attorney's fees on appeal of the other party.
D. Payment by local agency of undisputed portion of claim; interest on arbitration award or
judgment Public Contracts Codes 20104.6):
1. The County of Monterey shall not fail to pay money as to any portion of a claim that
is undisputed except as otherwise provided in the contract.
2. In any suit filed under 20104.4, Monterey County shall pay interest at the legal rate
on any arbitration award or judgment. The interest shall begin to accrue the date the
suit is filed in a court of law.
5-1.14 ENCROACHMENT PERMIT
Prior to start of work within the State of California's right-of-way or work affecting the State
of California facilities, the contractor will be required to obtain an Encroachment Permit at the
following State of California Transportation office:
California Department of Transportation
District 5, Permits Branch, Permit Engineer
50 Higuera Street
San Luis Obispo CA 93401
5-1.15 INDEMNIFICATION AND INSURANCE
Attention is directed to Section 7-1.12, Indemnification and Insurance," of the Standard
Specifications and these Special Provisions.
In addition to all the Standard Specifications Section 7-1.12B(4)(c) and Section 7-
1.12B(4)(c) requirements, the following additional requirements shall be met. An Additional
Insured Endorsement to the Contractor's Liability insurance policy naming the County of
Monterey, their officers, agents, and employees as additional insureds in the form approved by
the County of Monterey shall also be furnished. A copy of the approved endorsement form may
be obtained from the County of Monterey at the address to obtain bid packages as shown in the
Notice to Bidders. The insurance afforded to the additional insureds is primary insurance and if
the additional insureds have other insurance that might be applicable to any loss, the amount of
this insurance shall not be reduced or prorated due to the existence of such other insurance.
The contractor's insurer agrees to waive subrogation claims against the County of Monterey,
their officers, agents, and employees.
Book One San Benancio/State Route 68 Intersection Improvements 372
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
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LI21329-U03
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AS89575-U03
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AI93754-U03
DO94108-U03
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??}??Evidence of insurance Contractual Liability insurance and Additional Insured Endorsement)
in compliance with the requirements herein shall be furnished to the County of Monterey by the
Contractor with the Certificate of Insurance in the form as approved by the County of Monterey.
A copy of the approved certificate form may be obtained from the County of Monterey at the
address to obtain bid packages as shown in the Notice to Bidders. Certificates of insurance shall,
without any qualification thereto, contain the following statement:
Should any of the described policies be canceled, modified, or reduced in limits before the
expiration date thereof, the issuing company will mail 30 days' advance written notice to the
named certificate holders.
The insurance shall be issued by a company or companies authorized to transact business in
the State of California and shall have a rating of at least A- VII in accordance with the current
Best's rating.
Insurance coverage in the minimum amounts set forth herein shall not be construed to relieve
the Contractor for liability in excess of such coverage, nor shall it preclude the State of
California or County of Monterey from taking such other actions as is available to them under
any other provision of this contract except retainage of money due to the Contractor) or
otherwise in law. Commercial general liability insurance shall be in the minimum amounts of
$2,000,000 per occurrence and $4,000,000 aggregate for bodily injury and $1,000,000 per
occurrence and aggregate for property damage, naming Domain Corporation and Islandia 29, LP
as additional insured.
Except as otherwise provided herein, nothing in the contract is intended to create the public
or any member thereof a third party beneficiary hereunder, nor is any term and condition or other
provision of the contract intended to establish a standard of care owed to the public or any
member thereof.
Prior to the execution of this Agreement by the County, Contractor shall file certificates of
insurance with the County Contracts/Purchasing Department and with the County Public Works
Director, showing that the Contractor has in effect the insurance required by this Agreement.
The Contractor shall file a new or amended certificate of insurance promptly after any change is
made in any insurance policy that would alter the information of the certificate then on file.
Acceptance or approval of insurance shall in no way modify or change the indemnification
clause in this Agreement, which shall continue in full force and effect.
5-1.16 AREAS FOR CONTRACTOR'S USE
Attention is directed to the requirements specified in Section 7-1.19, Rights in Land and
Improvements," of the Standard Specifications and these Special Provisions.
The County right-of-way shall be used only for purposes that are necessary to perform the
required work. The Contractor shall not occupy the right-of-way, or allow others to occupy the
right-of-way, for purposes that are not necessary to perform the required work.
There are no County-owned parcels adjacent to the right-of-way for the exclusive use of the
Contractor within the contract limits. The Contractor shall secure at his own expense any area
required for plant sites, storage of equipment or materials, or for other purposes.
Use of the Contractor's work areas and other County-owned property shall be at the
Contractor's own risk, and the County shall not be held liable for any damage to or loss of
materials or equipment located within such areas.
The Contractor shall obtain encroachment permits prior to occupying County-owned parcels
outside the contract limits. The required encroachment permits may be obtained from the
MONTEREY COUNTY DEPARTMENT OF PUBLIC WORKS, 168 W ALISAL STREET 2ND FLOOR,
SALINAS, CA 93901-2438.
Residence trailers will not be allowed within the county right-of-way.
Book One San Benancio/State Route 68 Intersection Improvements 373
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??~??The Contractor shall remove all equipment, materials, and rubbish from the work areas and
other County-owned property, which he occupies and shall leave the areas in a presentable
condition, in accordance with the provisions in Section 4-1.02, Final Cleaning Up," of the
Standard Specifications.
The Contractor shall secure at his own expense any area required for plant sites, storage of
equipment or materials, or for other purposes if sufficient area is not available to him within the
contract limits.
5-1.17 NOTICE OF POTENTIAL CLAIM
Attention is directed to Section 5-1.146, Potential Claims & Dispute Resolution," of the
Standard Specifications.
5-1.18 FINAL PAYMENT AND CLAIMS
Attention is directed to Section 9-1.08D, Final Payment and Claims," of the Standard
Specifications. The following terms in said section shall be interpreted to have the following
meaning and intent:
Department: The Monterey County Department of Public Works
5-1.19 PAYROLL RECORDS
The Contractor's attention is directed to Section 7- 1.01A(3), Payroll Records," of the
Standard Specifications, and to the provisions of Labor Code, 1776 Stats. 1978, Chapter 1249).
The Contractor shall be responsible for the compliance with these provisions by his/her
Subcontractors. The Contractor shall furnish the Engineer with certified payrolls and statement
of benefits.
5-1.20 SURFACE MINING AND RECLAMATION ACT
Attention is directed to the Surface Mining and Reclamation Act of 1975, commencing in
Public Resources Code, Mining and Geology, 2710, which establishes regulations pertinent to
surface mining operations.
Material from mining operations furnished for this project shall only come from permitted
sites in compliance with the Surface Mining and Reclamation Act of 1975.
The requirements of this section shall apply to all materials furnished for the project, except
for acquisition of materials in conformance with Section 4-1.05, Use of Materials Found on the
Work," of the Standard Specifications.
5-1.21 PROJECT INFORMATION
The information in this section has been compiled specifically for this project and is made
available for bidders and Contractors. Other information referenced in the Standard
Specifications and these Special Provisions do not appear in this section. The information is
subject to the conditions and limitations set forth in Section 2-1.03, Bid Documents," Section 2-
1.11, Job Site Document Examination," and Section 6-2, Local Materials," of the Standard
Specifications. Bidders and Contractors shall be responsible for knowing the procedures for
obtaining information.
A Storm Water Information Handout is available for this project. The Storm Water
Information Handout can be obtained by contacting MONTEREY COUNTY DEPARTMENT OF
PUBLIC WORKS, ATTENTION OF THE PROJECT MANAGER, 168 W ALISAL STREET 2ND FLOOR,
SALINAS, CA 93901-2438.
Book One San Benancio/State Route 68 Intersection Improvements 374
CONTRACT NO. 10-111065
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BOOK ONE - CONTRACT NO. 10-11????Cross sections are available for this project. The cross sections can be obtained by contacting
MONTEREY COUNTY DEPARTMENT OF PUBLIC WORKS, ATTENTION OF THE PROJECT MANAGER,
168 W ALISAL STREET 2ND FLOOR, SALINAS, CA 93901-2438.
5-1.22 SOUND CONTROL REQUIREMENTS
Sound control shall conform to the provisions in Section 14-8.02, Noise Control," of the
Standard Specifications and these Special Provisions.
Each internal combustion engine, used for any purpose on the job or related to the job, shall
be equipped with a muffler of a type recommended by the manufacturer. No internal combustion
engine shall be operated on the project without the muffler.
The noise level requirements shall apply to the equipment on the job or related to the job,
including but not limited to trucks, transit mixers or transient equipment that may or may not be
owned by the Contractor. The use of loud sound signals shall be avoided in favor of light
warnings except those required by safety laws for the protection of personnel.
Full compensation for conforming to the requirements of this section shall be considered as
included in the prices paid for the various contract items of work involved and no additional
compensation will be allowed therefor.
5-1.23 AIR POLLUTION CONTROL
Air pollution control shall conform to the provisions in Section 14-9.01, Air Pollution
Control," of the Standard Specifications and these Special Provisions.
Material to be disposed of shall not be burned unless the Contractor has obtained a permit to
burn combustible material resulting from clearing and grubbing operations from an air pollution
control officer of the local or regional authority. A copy of the permit shall be filed with the
Engineer before beginning any burning. All such burning shall be conducted in strict
conformance with the provisions stipulated in said permit and at such times and in such manner
as to prevent the fire from spreading to areas adjoining the right-of-way.
In case the burning precedes construction operations, the piles may be placed in the center of
the right-of-way; otherwise, the piles shall be placed in the most convenient location at the side
of the right-of-way and beyond slope lines where they may be burned without damage to the
surrounding forest cover or adjacent property.
Full compensation for conforming to the provisions in this section shall be considered as
included in the prices paid for the various contract items of work and no additional compensation
shall be allowed therefore.
5-1.24 BIRD PROTECTION
GENERAL
This work includes protecting migratory and non-game birds, their occupied nests, and their
eggs.
Nesting or attempted nesting by migratory and nongame birds is anticipated to occur but is
not limited to February 15 through September 1.
QUALITY ASSURANCE
Regulatory requirements
The Federal Migratory Bird Treaty Act 16 USC 703-711.), 50 CFR 10, and Fish & Game
Code 3503, 3513, and 3800, protect migratory and non-game birds, their occupied nests, and
their eggs.
Book One San Benancio/State Route 68 Intersection Improvements 375
CONTRACT NO. 10- 11 1 065
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BOOK ONE - CONTRACT NO. 10-11???The Federal Endangered Species Act of 1973 16 USC 1531, 1543) and California
Endangered Species Act Fish & Game Code 2050-?2115.5) prohibit the take of listed species
and protect occupied and unoccupied nests of threatened and endangered bird species.
The Bald Eagle Protection Act 16 USC 668) prohibits the destruction of bald and golden
eagles occupied and unoccupied nests.
Permits are included in the Project Information handout.
CONSTRUCTION
When migratory or non-game bird nests are discovered which may be adversely affected by
construction activity, or when a bird is found injured or killed as a result of construction activity,
immediately stop work within 100 feet of the nest or bird and notify the Engineer. Work must
not resume until the Engineer provides written notification that work may resume at that
location.
When ordered by the Engineer, use exclusion devices, nesting prevention measures or
remove and dispose of partially constructed and unoccupied nests of migratory or non-game
birds on a regular basis to prevent their occupation.
Nest removal activities must not result in depositing into or allowing materials to enter
waters of this state.
MEASUREMENT AND PAYMENT
Exclusion devices, nesting prevention measures and nest removal that are ordered by the
Engineer will be paid for as extra work as specified in Section 4-1.03D, Extra Work," of the
Standard Specifications.
A delay to the controlling operation due to migratory or non-game birds or their nests will be
considered a temporary suspension of work under Section 8-1.05, Temporary Suspension of
Work," of the Standard Specifications. Adjustments will be made for delays that the Engineer
determines are not due to the Contractor's failure to perform the provision of the contract in the
same manner as for suspensions due to unsuitable weather in Section 8-1.05.
5-1.25 RELATIONS WITH CALIFORNIA DEPARTMENT OF FISH AND GAME
A portion of this project is located within the jurisdiction of the California Department of
Fish and Game. An agreement regarding a stream or lake has been entered into by the County of
Monterey and the Department of Fish and Game. The Contractor shall be fully informed of the
requirements of this agreement as well as rules, regulations, and conditions that may govern the
Contractor's operations in these areas and shall conduct the work accordingly.
It is unlawful for any person to divert, obstruct or change the natural flow of the bed, channel
or bank of a stream, river or lake without first notifying the Department of Fish and Game,
unless the project or activity is noticed and constructed in conformance with conditions imposed
under Fish and Game Code 1602.
Attention is directed to Sections 7-1.01, Laws to be Observed," 7-1.01G, Water Pollution,"
and 7-1.12, Indemnification and Insurance," of the Standard Specifications.
Modifications to the agreement between the County of Monterey and the Department of Fish
and Game which are proposed by the Contractor shall be submitted in writing to the Engineer for
transmittal to the Department of Fish and Game for their consideration.
When the Contractor is notified by the Engineer that a modification to the agreement is under
consideration, no work shall be performed which is inconsistent with the original agreement or
proposed modification until the Departments take action on the proposed modifications. The
provisions of this section shall be made a part of every subcontract executed pursuant to this
contract.
Book One San Benancio/State Route 68 Intersection Improvements 376
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
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ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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C.-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
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NO.-U012
10-111065;-U012
D.-U012
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ON-U012
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2011-U012
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2011,-U012
CONTINGENT-U012
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BUDGET.-U012
BIB]
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BOOK-U02
ONE-U02
U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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8/4/2010-U04
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A-U07
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PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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NO.-U012
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IN-U012
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ON-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MITIGATION-U07
MONITORING-U07
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PROGRAM-U07
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300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
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BY-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
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PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
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NO.-U012
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NO.-U012
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ON-U012
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24,-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Modifications to any agreement between the County and the Department of Fish and Game
will be fully binding on the Contractor. The provisions of this section shall be made a part of
every subcontract executed pursuant to this contract.
5-1.26 RELATIONS WITH ARMY CORPS OF ENGINEERS
A portion of this project is located within the jurisdiction of the Army Corps of Engineers,
also called Waters of the United States. A Nationwide Permit No. 14: Linear Transportation
Projects has been granted for this project which allows for discharge of temporary fill into a total
of 0.0002 acres of waters of the U.S. This permit is identified as Department of the Army, U.S.
Army Corps of Engineers 404 Permit File Number 2007-400399, dated 12/18/07). The permit
was revalidated on November 2, 2009. The Contractor shall be fully informed of the
requirements of these permits as well as rules, regulations, and conditions that may govern the
Contractor's operations in these areas and shall conduct the work accordingly.
It is unlawful for any person to discharge fill material or disrupt any Corps jurisdictional
waters of the U.S. without first notifying the Army Corps of Engineers and obtaining the
appropriate permits with conditions imposed under Army Corps of Engineers Code.
When the Contractor is notified by the Engineer that a modification to the agreement is under
consideration, no work shall be performed which is inconsistent with the original agreement or
proposed modification until the Army Corps of Engineers take action on the proposed
modifications. Compensation for delay will be determined in conformance with the provisions
in Section 8-1.09, Right of Way Delays," of the Standard Specifications.
The provisions of this section shall be made a part of every subcontract executed pursuant to
this contract.
Modifications to any agreement between the Department of Transportation and the Army
Corps of Engineers will be fully binding on the Contractor. The provisions of this section shall
be made a part of every subcontract executed pursuant to this contract.
Full compensation for compliance with the project permits, their associated conditions, and
this special provision, is included in the various items of work and no additional compensation
will be allowed therefor.
5-1.27 RELATIONS WITH CALIFORNIA REGIONAL WATER QUALITY CONTROL
BOARD
This project lies within the boundaries of the Central Coast Regional Water Quality Control
Board RWQCB).
The State Water Resources Control Board SWRCB) has issued to the Department a permit
that governs storm water and non-storm water discharges from the Department's properties,
facilities, and activities. The Department's permit is entitled Order No. 99 06 DWQ, NPDES
No. CAS000003, National Pollutant Discharge Elimination System NPDES) Permit, Statewide
Storm Water Permit and Waste Discharge Requirements WDRs) for the State of California,
Department of Transportation Caltrans)." Copies of the Department's permit are available for
review from the SWRCB, Division of Water Quality, 1001 I" Street, P.O. Box 100,
Sacramento, California 95812-0100, Telephone fax: 916) 341-5463 and may also be obtained
at:
http://www.waterboards.ca.gov/water issues/programs/stormwaterlcaltrans.shtml
The Department's permit references and incorporates by reference the current statewide
general permit issued by the SWRCB entitled Order No. 2009-0009-DWQ, National Pollutant
Discharge Elimination System NPDES) General Permit No. CAS000002, Waste Discharge
Requirements for Discharges of Storm Water Runoff Associated with Construction and Land
Disturbance Activities" that regulates discharges of storm water and non-storm water from
Book One San Benancio/State Route 68 Intersection Improvements 377
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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AS89575-U03
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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BY-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
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FINDINGS-U012
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MONITORING-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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10-111065;-U012
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300-PUBLIC-U08
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7/19/2010-U011
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TO-U012
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IN-U012
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ON-U012
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24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
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TO-U07
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TO-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
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EFFECTIVE-U012
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ADOPTING-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
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PROGRAM-U012
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IMPROVEMENTS;-U012
C.-U012
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STATE-U012
ROUTE-U012
68-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
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05-0H8220,-U012
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IN-U012
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2011-U012
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24,-U012
2011,-U012
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PASSAGE-U012
OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???construction activities disturbing 1 acre or more of soil in a common plan of development.
Copies of the statewide permit and modifications thereto are available for review from the
SWRCB, Division of Water Quality, 1001 I" Street, P.O. Box 100, Sacramento, California
95812-0100, Telephone fax: 916) 341-5463 and may also be obtained at:
http://www.waterboards.ca.gov/water-issues/programs/stonnwater/
This project shall conform to the permits and modifications thereto. The Contractor shall
maintain copies of the permits at the project site and shall make them available during
construction.
The Contractor shall know and comply with provisions of Federal, State, and local
regulations and requirements that govern the Contractor's operations and storm water and
non-storm water discharges from the project site and areas of disturbance outside the project
limits during construction. Attention is directed to Sections 7-1.01, Laws to be Observed," 5-
1.18, Property and Facility Preservation," 7-1.12, Indemnification and Insurance," and 9-
1.07E(5), Penalty Withholds," of the Standard Specifications.
The Contractor shall notify the Engineer immediately upon request from the regulatory
agencies to enter, inspect, sample, monitor, or otherwise access the project site or the
Contractor's records pertaining to water pollution control work. The Contractor and the
Department shall provide copies of correspondence, notices of violation, enforcement actions, or
proposed fines by regulatory agencies to the requesting regulatory agency.
5-1.28 DAMAGE CLAIMS
Attention is directed to Section 7, Legal Relations and Responsibility," of the Standard
Specifications.
Provided the Contractor's operations and work comply with the plans and specifications, the
Contractor's responsibility for payment of claims for physical damages caused by screenings or
bituminous binder will be limited to no more than 10 percent of the total contract bid price.
For each seal coat location within the project, only those claims for physical damages caused
by screenings or bituminous binder that occurred within the period extending from the first day
screenings were applied to the binder to 4 days following the last day screenings were applied to
the binder, shall be considered for resolution.
Claims reported or submitted by the public directly to the Contractor within 30 days from the
last spreading of screenings on the project shall be processed and resolved by the Contractor in
conformance with the following:
1. Within 3 business days after receipt of a claim from the public, the Contractor shall
submit to the Department a copy of the claim together with a determination of whether or
not the claim will be paid. If the claim is to be rejected, the Contractor shall explain in
writing the basis for rejecting the claim.
2. If the claimant becomes dissatisfied with the Contractor's handling of their claim, the
Contractor shall immediately refer the dissatisfied claimant to the local District Claims
Office for assistance in resolving the claim.
3. Within 30 days from the last spreading of screenings on the project, the Contractor shall
submit evidence to the Department of those claims paid by the Contractor.
Claims presented by the public directly to the Department or State Board of Control, as set
forth in Govt. Code 900 et seq., will be processed and resolved by the Department in
conformance with the following:
Book One San Benancio/State Route 68 Intersection Improvements 378
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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PROGRAM-U012
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C.-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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10-111065;-U012
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OF-U012
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TO-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1. These claims will be processed as formal government claims against the State, subject to
all applicable statutes, regulations, and departmental policies. The Department reserves
the right to adjust and settle any formal government claim directly with the claimant, or it
may refer the claim to the Contractor for investigation and disposition.
2. If the Department or State Board of Control approves settlement of a formal government
claim or the Department is ordered to pay the claim pursuant to a court order, the claim
will be paid by the Department from the funds withheld.
3. Within 3 business days of determination by the local District Claims Office that the
Contractor is responsible for resolving the formal government claim, the local District
Claims Office will either send a copy of the claim to the Contractor for handling and
disposition, or notify the Contractor of the Department's decision to settle and pay the
claim directly with the claimant.
Funds in an amount not to exceed 5 percent of the total contract bid price will be withheld.
This withhold by the Department will be for a maximum period of 60 days after the last
spreading of screenings on the project to allow the Department sufficient time to settle claims
that remain unresolved by the Contractor. At the end of this 60-day period, funds remaining in
the withhold, that are not allocated by the Department to pay unsettled claims, will be returned to
the Contractor.
If no withheld funds remain or if the withhold has been returned to the Contractor, the
Department may elect to pay a formal government claim from public funds. If the Department
determines the Contractor is responsible for the claim, the Department will then seek
reimbursement from the Contractor for any public funds used to pay the claim, subject to the 10
percent limitation. The Department may use any legal remedy available to obtain reimbursement
from the Contractor including administration of an offset as provided for in Govt. Code
12419.5.
Except for the limitation of responsibility for damage claims specified above, nothing in this
section shall be construed as decreasing the Contractor's obligation to defend and indemnify the
State from all claims in conformance with the provisions of Section 7, Legal Relations and
Responsibility," of the Standard Specifications.
5-1.29 ENVIRONMENTALLY SENSITIVE AREA
An ESA exists on this project.
Before start of work, protect the ESA by installing temporary fence type ESA).
5-1.30 ARCHAEOLOGICAL MONITORING AREA AMA)
AMAs within, near, or straddling the project limits are shown on the plans.
No project personnel shall enter the archaeological site area unless accompanied by a
qualified archeologist.
A qualified archaeologist, hired by the County, and Native American representative if the
Native American community so elects) shall be allowed to monitor all ground disturbing project
construction activities adjacent to the archaeological monitoring area.
In the event that cultural materials are identified during construction, all ground-disturbing
activities shall stop until a qualified archaeologist can evaluate theses materials. If the deposit is
intake, an excavation plan must be developed and implemented. Compensation for delay will be
determined in conformance with the provisions in Section 8-1.09, Right of Way Delays," of the
Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 379
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
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A-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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TO-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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PROGRAM-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???5-1.31 NONHIGHWAY FACILITIES INCLUDING UTILITIES)
The utility owner will relocate a utility shown in the following table before the corresponding
date shown:
Utility Relocation and Date of the Relocation
Utility Location Date
Pacific Gas and Electric S' 524+45 Rt to 537+31 Rt July 30, 2010
5-1.32 RELIEF FROM MAINTENANCE AND RESPONSIBILITY
The Contractor may be relieved of the duty of maintenance and protection for those items not
directly connected with plant establishment work in conformance with the provisions in
Section 7-1.15, Relief From Maintenance and Responsibility," of the Standard Specifications.
Water pollution control, maintain existing planted areas, maintain existing irrigation facilities,
transplant trees, and transplant palm trees shall not be relieved of maintenance.
5-1.33 ENVIRONMENTAL REQUIREMENTS
The Contractor shall not allow or cause to be allowed any asphalt, aggregate, soil, other
material or waste resulting from the Contractor's work to be discharged or deposited into the
creeks, ditches or rivers shown on the plans.
The Contractor shall comply with the California Tiger Salamander protection provisions as
follows:
1. A qualified biologist, provided by the County, shall survey the work site for
California Tiger Salamander CTS) 72 hours prior to the onset of construction
activities. If any CTS are found the qualified biologist shall contact the CDFG to
determine if moving the CTS is appropriate. No construction shall commence until
all CTS are removed from the project site. After the preconstruction surveys are
completed, exclusionary fencing shall be installed around the southern facing slope
north of the creek to prevent CTS from entering the project site once construction
has begun.
2. Before any construction activities begin, a qualified biologist shall conduct a training
session for all construction personnel. The training shall include a description of the
CTS and its habitat, the importance of the CTS and its habitat, the general measures
that are being implemented to conserve the CTS as they relate to the project, and the
boundaries within which the project may be accomplished. Brochures, books and
briefings may be used in the training session, provided that a qualified person is on
hand to answer questions.
3. After the pre-construction surveys have been completed and exclusionary fencing
has been installed, a qualified biologist shall be present at the work site during
construction activities on the southern facing slope north of the creek where
potentially suitable habitat occurs. The qualified biologist shall have the authority to
halt any action that might result in impacts that exceed the levels anticipated by the
CDFG during review of the proposed action. If work is stopped, the CDFG shall be
notified immediately by the qualified biologist.
The Contractor shall comply with the California Red-legged Frog Standard Protection
Provisions as follows:
1. Before any construction activities begin on the project, a Service-approved biologist
hired by the County) will conduct a training session for all construction personnel,
including all sub-contractors that will perform work within riparian habitat areas.
Book One San Benancio/State Route 68 Intersection Improvements 380
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
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A-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
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EA-U012
05-0H8220,-U012
CONTRACT-U012
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D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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A-U012
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REPORTING-U012
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68-U012
AT-U012
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C.-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
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STATE-U07
300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
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PROGRAM-U012
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68-U012
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ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???2. During project activities, all trash that may attract predators will be properly
contained, removed from the work site, and disposed of regularly. Following
construction, all trash and construction debris will be removed from work areas.
3. All fueling and maintenance of vehicles and other equipment and staging areas will
occur at least 66 feet from any riparian habitat or water body. The Contractor shall
ensure contamination of habitat does not occur during such operations.
4. If a work site is to be temporarily dewatered by pumping, intakes will be completely
screened with wire mesh not larger than 0.2 inches to prevent California red-legged
frogs from entering the pump system.
5. Any temporary access roads shall be covered in 6" of mulch. Following construction,
the temporary access road will be removed and the disturbed area re-graded to pre-
project contours. The Contractor shall submit a temporary access road plan.
6. The Contractor shall give full cooperation to the Service-approved biologist or their
representative.
At the Contractor's option within 20 days after contract approval, the Contractor shall submit
3 copies of the temporary access road plan to the Engineer. The Contractor shall allow 20 days
for the Engineer's review. If revisions are required, the Engineer will provide comments and
specify the date that the review stopped. The Contractor shall revise and resubmit the temporary
access road plan within 15 days of receipt of the Engineer's comments. The Engineer's review
will resume when the complete temporary access road plan is resubmitted. When the Engineer
approves the temporary access road plan, the Contractor shall submit 2 copies of the approved
temporary access road plan to the Engineer. If the Engineer fails to complete the review within
the time allowed and if, in the opinion of the Engineer, completion of the work is delayed or
interfered with by reason of the Engineer's delay, the Contractor will be compensated for
resulting losses, and an extension of time will be granted, as provided for in Section 8-1.09,
Right of Way Delays," of the Standard Specifications.
The Contractor shall comply with all applicable project-specific mitigation measures, where
the Construction Contractor is identified as one of the implementing parties, listed in Mitigation
Monitoring and Reporting Program for the State Route 68/San Benancio Intersection
Improvement Project". Full compensation for conforming to the requirements in these Special
Provisions shall be considered as included in the prices paid for the various contract items of
work involved and no additional compensation will be allowed therefor.
5-1.34 DAMAGE REPAIR
Attention is directed to Section 7-1.16, Contractor's Responsibility for the Work and
Materials," and Section 7-1.165, Damage by Storm, Flood, Tsunami or Earthquake," of the
Standard Specifications and these Special Provisions.
When as a result of freezing conditions as defined herein) during the plant establishment
period, plants have died or, in the opinion of the Engineer, have deteriorated to a point beyond
which the plants will not mature as typical examples of their species, the Engineer may direct
replacement of the affected plants. The total cost of ordered plant replacement work will be paid
for as extra work as provided in Section 4-1.03D, Extra Work," of the Standard Specifications.
A freezing condition, for the purpose of this specification, occurs when the temperature at or
near the affected area has been officially recorded below 32? F and plants have been killed or
damaged to the degree described above.
When, as a result of drought conditions as defined herein) during the plant establishment
period, plants have died or, in the opinion of the Engineer, have deteriorated to a point beyond
which the plants will not mature as typical examples of their species, the Engineer may direct
replacement of the affected plants. The total cost of ordered plant replacements, after water has
Book One San Benancio/State Route 68 Intersection Improvements 381
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
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SIGN-U012
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AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???been restricted or stopped, will be paid for as extra work as provided in Section 4-1.03D, Extra
Work," of the Standard Specifications. Restriction or shutoff of available water shall not relieve
the Contractor from performing other contract work. A drought condition occurs when the
Department, or its supplier, restricts or stops delivery of water to the Contractor to the degree
that plants have died or deteriorated as described above.
When the provisions in Section 7-1.165, Damage by Storm, Flood, Tsunami or Earthquake,"
of the Standard Specifications are applicable, the provisions above for payment of costs for
repair of damage due to rain, freezing conditions and drought shall not apply.
SECTION 6. BLANK)
SECTION 7. BLANK)
SECTION 8. MATERIALS
SECTION 8-1. MISCELLANEOUS
8-1.01 PREQUALIFIED AND TESTED SIGNING AND DELINEATION MATERIALS
The Department maintains the following list of Prequalified and Tested Signing and
Delineation Materials. The Engineer shall not be precluded from sampling and testing products
on the list of Prequalified and Tested Signing and Delineation Materials.
The manufacturer of products on the list of Prequalified and Tested Signing and Delineation
Materials shall furnish the Engineer a Certificate of Compliance in conformance with the
provisions in Section 6-1.07, Certificates of Compliance," of the Standard Specifications for
each type of traffic product supplied.
For those categories of materials included on the list of Prequalified and Tested Signing and
Delineation Materials, only those products shown within the listing may be used in the work.
Other categories of products, not included on the list of Prequalified and Tested Signing and
Delineation Materials, may be used in the work provided they conform to the requirements of the
Standard Specifications.
Materials and products may be added to the list of Prequalified and Tested Signing and
Delineation Materials if the manufacturer submits a New Product Information Form to the New
Product Coordinator at the Transportation Laboratory. Upon a Departmental request for
samples, sufficient samples shall be submitted to permit performance of required tests. Approval
of materials or products will depend upon compliance with the specifications and tests the
Department may elect to perform.
PAVEMENT MARKERS, PERMANENT TYPE
Retroreflective with Abrasion Resistant Surface ARS)
1. Apex, Model 921AR 4" x 4")
2. Ennis Paint, Models C88 4" x 4"), 911 4" x 4") and C80FH
3. Ray-O-Lite, Models AA" ARC II 4" x 4") and ARC Round Shoulder 4" x 4")
4. 3M Series 290 3.5" x 4")
5. 3M Series 290 PSA
6. Glowlite, Inc Model 988AR 4" x 4")
1.
2.
3.
4.
Retroreflective with Abrasion Resistant Surface ARS)
for recessed applications only)
Ennis Paint, Model 948 2.3" x 4.7")
Ennis Paint, Model 944SB 2" x 4")*
Ray-O-Lite, Model 2002 2" x 4.6")
Ray-O-Lite, Model 2004 2" x 4")*
Book One San Benancio/State Route 68 Intersection Improvements 382
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???*For use only in 4.5 inch wide older) recessed slots
Non-Reflective, 4-inch Round
1. Apex Universal Ceramic)
2. Apex Universal, Models 929 ABS) and 929PP Polypropylene)
3. Glowlite, Inc. Ceramic) and PP Polypropylene)
4. Hi-Way Safety, Inc., Models P20-2000W and 2001Y ABS)
5. Interstate Sales, Diamond Back" Polypropylene)
6. Novabrite Models Cdot White) Cdot-y Yellow), Ceramic
7. Novabrite Models Pdot-w White) Pdot-y Yellow), Polypropylene
8. Three D Traffic Works TD10000 ABS), TD10500 Polypropylene)
9. Ray-O-Lite, Ray-O-Dot Polypropylene)
PAVEMENT MARKERS, TEMPORARY TYPE
Temporary Markers for Long Term Day/Night Use 180 days or less)
1. Vega Molded Products Temporary Road Marker" 3" x 4")
2. Pexco LLC, Halftrack model 25, 25,26 and 35
Temporary Markers for Short Term Day/Night Use 14 days or less)
For seal coat or chip seal applications, clear protective covers are required)
1. Apex Universal, Model 932
2. Pexco LLC, Models T.O.M., T.R.P.M., and HH" High Heat)
3. Hi-Way Safety, Inc., Model 1280/1281
4. Glowlite, Inc., Model 932
STRIPING AND PAVEMENT MARKING MATERIAL
Permanent Traffic Striping and Pavement Marking Tape
1. Advanced Traffic Marking, Series 300 and 400
2. Brite-Line, Series 1000
3. Brite-Line, DeltaLine XRP"
4. Swarco Industries, Director 35" For transverse application only)
5. Swarco Industries, Director 60"
6. 3M, Stamark" Series 380 and 270 ES
7. 3M, Stamark" Series 420 For transverse application only)
Temporary Removable) Striping and Pavement Marking Tape 180 days or less)
1. Advanced Traffic Marking, Series 200
2. Brite-Line, Series 100
3. Garlock Rubber Technologies, Series 2000
4. P.B. Laminations, Aztec, Grade 102
5. Swarco Industries, Director-2"
6. Trelleborg Industries, R140 Series
7. 3M Series 620 CR", and Series 780
8. 3M Series A145, Removable Black Line Mask
Black Tape: for use only on Hot mix asphalt surfaces)
9. Advanced Traffic Marking Black Hide-A-Line"
Black Tape: for use only on Hot mix asphalt surfaces)
10. Brite-Line BTR" Black Removable Tape
Black Tape: for use only on Hot mix asphalt surfaces)
Book One San Benancio/State Route 68 Intersection Improvements 383
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???11. Trelleborg Industries, RB-140
Black Tape: for use only on Hot mix asphalt surfaces)
Preformed Thermoplastic Heated in place)
1. Flint Trading Inc., Hot Tape"
2. Flint Trading Inc., Premark Plus"
3. Ennis Paint Inc., Flametape"
Ceramic Surfacing Laminate, 6" x 6"
1. Highway Ceramics, Inc.
CLASS 1 DELINEATORS
One Piece Driveable Flexible Type, 66-inch
1. Pexco LLC, Flexi-Guide Models 400 and 566"
2. Carsonite, Curve-Flex CFRM-400
3. Carsonite, Roadmarker CRM-375
4. FlexStake, Model 654 TM
5. GreenLine Model CGD 1-66
Special Use Type, 66-inch
1. Pexco LLC, Model FG 560 with 18-inch U-Channel base)
2. Carsonite, Survivor" with 18-inch U-Channel base)
3. Carsonite, Roadmarker CRM-375 with 18-inch U-Channel base)
4. FlexStake, Model 604
5. GreenLine Model CGD with 18-inch U-Channel base)
6. Impact Recovery Model D36, with #105 Driveable Base
7. Safe-Hit with 8-inch pavement anchor SH248-GP 1)
8. Safe-Hit with 15-inch soil anchor SH248-GP2) and with 18-inch soil anchor
SH248-GP3)
9. Safe-Hit RT 360 Post with Soil Mount Anchor GPS)
10. Shur-Tite Products, Shur-Flex Drivable
Surface Mount Type, 48-inch
1. Bent Manufacturing Company, Masterflex Model MFEX 180-48
2. Carsonite, Channelizer"
3. FlexStake, Models 704, 754 TM, and EB4
4. Impact Recovery Model D48, with #101 Fixed Surface-Mount) Base
5. Three D Traffic Works Channelflex" ID No. 522248W
6. Flexible Marker Support, Flexistiff Model C-9484
7. Safe-Hit, SH 248 SMR
CHANNELIZERS
Surface Mount Type, 36-inch
1. Bent Manufacturing Company, Masterflex Models MF-360-36 Round) MF-180-36
Flat) and MFEX 180-36
2. Pexco LLC, Flexi-Guide Models FG300PE, FG300UR, and FG300EFX
3. Carsonite, Super Duck" Round SDR-336)
4. Carsonite, Model SDCF03601 MB Channelizer"
5. FlexStake, Models 703, 753 TM, and EB3
Book One San Benancio/State Route 68 Intersection Improvements 384
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???6. GreenLine, Model SMD-36
7. Hi-way Safety, Inc. Channel Guide Channelizer" Model CGC36
8. Impact Recovery Model D36, with #101 Fixed Surface-Mount) Base
9. Safe-Hit, Guide Post, Model SH236SMA and Dura-Post, Model SHL36SMA
10. Three D Traffic Works Boomerang" 5200 Series
11. Flexible Marker Support, Flexistiff Model C-9484-36
12. Shur-Tite Products, Shur-Flex
Lane Separation System
1. Pexco LLC, Flexi-Guide FG) 300 Curb System"
2. Qwick Kurb, Klemmfix Guide System"
3. Dura-Curb System
4. Tuff Curb
5. FG 300 Turnpike Curb
CONICAL DELINEATORS, 42-inch
For 28-inch Traffic Cones, see Standard Specifications)
1. Bent Manufacturing Company T-Top"
2. Plastic Safety Systems Navigator-42"
3. TrafFix Devices Grabber"
4. Three D Traffic Works Ringtop" TD7000, ID No. 742143
5. Three D Traffic Works, TD7500
6. Work Area Protection Corp. C-42
OBJECT MARKERS
Type K", 18-inch
1. Pexco LLC, Model FG318PE
2. Carsonite, Model SMD 615
3. FlexStake, Model 701 KM
4. Safe-Hit, Model SH718SMA
Type Q" Object Markers, 24-inch
1. Bent Manufacturing Masterflex" Model MF-360-24
2. Pexco LLC, Model FG324PE
3. Carsonite, Channelizer"
4. FlexStake, Model 701KM
5. Safe-Hit, Models SH824SMA_WA and SH824GP3_WA
6. Three D Traffic Works ID No. 531702W and TD 5200
7. Three D Traffic Works ID No. 520896W
8. Safe-Hit, Dura-Post SHLQ-24 inch
CONCRETE BARRIER MARKERS AND TEMPORARY RAILING
REFLECTORS
Impactable Type
1. ARTUK, FB"
2. Pexco LLC, Models PCBM-12 and PCBM-T12
3. Duraflex Corp., Flexx 2020" and Electriflexx"
4. Hi-Way Safety, Inc., Model GMKRM100
5. Plastic Safety Systems BAM" Models OM-BARR and OM-BWAR
TYPE
K)
Book One San Benancio/State Route 68 Intersection Improvements 385
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???6. Three D Traffic Works Roadguide" Model TD 9300
Non-Impactable Type
1. ARTUK, JD Series
2. Plastic Safety Systems BAM" Models OM-BITARW and OM-BITARA
3. Vega Molded Products, Models GBM and JD
4. Plastic Vacuum Forming, Cap-It C400"
METAL BEAM GUARD RAIL POST MARKERS
For use to the left of traffic)
1. Pexco LLC, Mini" 3" x 10")
2. Creative Building Products, Dura-Bull, Model 11201"
3. Duraflex Corp., Railrider"
4. Plastic Vacuum Forming, Cap-It C300"
CONCRETE BARRIER DELINEATORS, 16-inch
For use to the right of traffic)
1. Pexco LLC, Model PCBM T-16
2. Safe-Hit, Model SH216RBM
3. Three D Traffic Works Roadguide" Model 9400
CONCRETE BARRIER-MOUNTED MINI-DRUM 10" x 14" x 22")
1. Stinson Equipment Company SaddleMarker"
GUARD RAILING DELINEATOR
Place top of reflective element at 48 inches above plane of roadway)
Wood Post Type, 27-inch
1. Pexco LLC, FG 427 and FG 527
2. Carsonite, Model 427
3. FlexStake, Model 102 GR
4. GreenLine GRD 27
5. Safe-Hit, Model SH227GRD
6. Three D Traffic Works Guardflex" TD9100
7. New Directions Mfg, NDM27
8. Shur-Tite Products, Shur-Tite Flat Mount
Steel Post Type
1. Carsonite, Model CFGR-327
RETROREFLECTIVE SHEETING
Channelizers, Barrier Markers, and Delineators
1. Avery Dennison T-6500 Series For rigid substrate devices only)
2. Avery Dennison WR-7100 Series
3. Nippon Carbide Industries, Flexible Ultralite Grade ULG) II
4. Reflexite, PC-1000 Metalized Polycarbonate
5. Reflexite, AC-1000 Acrylic
6. Reflexite, AP-1000 Metalized Polyester
7. Reflexite, Conformalight, AR-1000 Abrasion Resistant Coating
Book One San Benancio/State Route 68 Intersection Improvements 386
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???8. 3M, High Intensity
Traffic Cones, 4-inch and 6-inch Sleeves
1. Nippon Carbide Industries, Flexible Ultralite Grade ULG) II
2. Reflexite, Vinyl, TR" Semi-transparent) or Conformalight"
3. 3M Series 3840
4. Avery Dennison S-9000C
Drums
1. Avery Dennison WR-6100
2. Nippon Carbide Industries, Flexible Ultralite Grade ULG) II
3. Reflexite, Conformalight", Super High Intensity" or High Impact Drum Sheeting"
4. 3M Series 3810
Barricades: Type I, Medium-Intensity Typically Enclosed Lens, Glass-Bead
Element)
1. Nippon Carbide Industries, CN8117
2. Avery Dennison, W 1100 series
3. 3M Series CW 44
Barricades: Type II, Medium-High-Intensity Typically Enclosed Lens, Glass-Bead
Element)
1. Avery Dennison, W-2100 Series
Vertical Clearance Signs: Structure Mounted
1. 3M Model 4061, Diamond Grade DG3, Fluorescent Yellow
Signs: Type II, Medium-High-Intensity Typically Enclosed Lens, Glass-Bead
Element)
1. Avery Dennison, T-2500 Series
2. Nippon Carbide Industries, Nikkalite 18000
Signs: Type III, High-Intensity Typically Encapsulated Glass-Bead Element)
1. Avery Dennison, T-5500A and T-6500 Series
2. Nippon Carbide Industries, Nikkalite Brand Ultralite Grade II
3. 3M 3870 and 3930 Series
Signs: Type IV, High-Intensity Typically Unmetallized Microprismatic Element)
1. Avery Dennison, T-6500 Series
2. Nippon Carbide Industries, Crystal Grade, 94000 Series
3. Nippon Carbide Industries, Model No. 94847 Fluorescent Orange
4. 3M Series 3930 and Series 3924S
Signs: Type VI, Elastomeric Roll-Up) High-Intensity, without Adhesive
1. Avery Dennison, WU-6014
2. Novabrite LLC, Econobrite"
3. Reflexite Vinyl"
4. Reflexite SuperBright"
Book One San Benancio/State Route 68 Intersection Improvements 387
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???5. Reflexite Marathon"
6. 3M Series RS20
Signs: Type VII, Super-High-Intensity Typically Unmetallized Microprismatic
Element)
1. 3M Series 3924S, Fluorescent Orange
2. 3M LDP Series 3970
Signs: Type VIII, Super-High-Intensity Typically Unmetallized Microprismatic
Element)
1. Avery Dennison, T-7500 Series
2. Avery Dennison, T-7511 Fluorescent Yellow
3. Avery Dennison, T-7513 Fluorescent Yellow Green
4. Avery Dennison, W-7514 Fluorescent Orange
5. Nippon Carbide Industries, Nikkalite Crystal Grade Series 92800
6. Nippon Carbide Industries, Nikkalite Crystal Grade Model 92847 Fluorescent Orange
Signs: Type IX, Very-High-Intensity Typically Unmetallized Microprismatic
Element)
1. 3M VIP Series 3981 Diamond Grade Fluorescent Yellow
2. 3M VIP Series 3983 Diamond Grade Fluorescent Yellow/Green
3. 3M VIP Series 3990 Diamond Grade
4. Avery Dennison T-9500 Series
5. Avery Dennison, T9513, Fluorescent Yellow Green
6. Avery Dennison, W9514, Fluorescent Orange
7. Avery Dennison, T-9511 Fluorescent Yellow
SPECIALTY SIGNS
1. Reflexite Endurance" Work Zone Sign with Semi-Rigid Plastic Substrate)
ALTERNATIVE SIGN SUBSTRATES
Fiberglass Reinforced Plastic FRP) and Expanded Foam PVC
1. Fiber-Brite FRP)
2. Sequentia, Polyplate" FRP)
3. Inteplast Group InteCel" 0.5 inch for Post-Mounted CZ Signs, 48-inch or less)(PVC)
Aluminum Composite, Temporary Construction Signs and Permanent Signs up to 4
foot, 7 Inches
1. Alcan Composites Dibond Material, 80 mils"
2. Mitsubishi Chemical America, Alpolic 350
3. Bone Safety Signs, Bone Light ACM temporary construction signs only)
8-1.02 FILTER FABRIC
Filter fabric for rock slope protection must be Class A as specified in Section 88-1.02,
Filtration," of the Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 388
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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SPECIAL-U012
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STATE-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???SECTION 8-2. CONCRETE
8-2.01 PORTLAND CEMENT CONCRETE
Portland cement concrete shall conform to the provisions in Section 90, Portland Cement
Concrete," of the Standard Specifications and these Special Provisions.
8-2.02 PRECAST CONCRETE QUALITY CONTROL
GENERAL
Precast concrete quality control shall conform to these Special Provisions.
Unless otherwise specified, precast concrete quality control shall apply when any precast
concrete members are fabricated in conformance with the provisions in Section 49, Piling," or
Section 51, Concrete Structures," of the Standard Specifications.
Precast concrete quality control shall not apply to precast concrete members that are
fabricated from minor concrete.
Quality Control QC) shall be the responsibility of the Contractor. The Contractor's QC
inspectors shall perform inspection and testing prior to precasting, during precasting, and after
precasting, and as specified in this section and additionally as necessary to ensure that materials
and workmanship conform to the details shown on the plans, and to the specifications.
Quality Assurance QA) is the prerogative of the Engineer. Regardless of the acceptance for
a given precast element by the Contractor, the Engineer will evaluate the precast element. The
Engineer will reject any precast element that does not conform to the approved Precast Concrete
Quality Control Plan PCQCP), the details shown on the plans, or to these Special Provisions.
The Contractor shall designate in writing a precast Quality Control Manager QCM) for each
precasting facility. The QCM shall be responsible directly to the Contractor for the quality of
precasting, including materials and workmanship, performed by the Contractor and all
subcontractors. The QCM shall be the sole individual responsible to the Contractor for
submitting, receiving, and approving all correspondence, required submittals, and reports to and
from the Engineer. The QCM shall not be employed or compensated by any subcontractor, or
other persons or entities hired by subcontractors, or suppliers, who will provide other services or
materials for the project. The QCM may be an employee of the Contractor.
Prior to submitting the PCQCP required herein, a meeting between the Engineer, the
Contractor's QCM, and a representative from each entity performing precast concrete operations
for this project, shall be held to discuss the requirements for precast quality control.
QC Inspectors shall either be 1) licensed as Civil Engineers in the State of California, or
2) have a current Plant Quality Personnel Certification, Level II, from the Precast/Prestressed
Concrete Institute. A QC Inspector shall witness all precast concrete operations.
PRECAST CONCRETE QUALIFICATION AUDIT
Unless otherwise specified, no Contractors or subcontractors performing precast concrete
operations for the project shall commence work without having successfully completed the
Department's Precast Fabrication Qualification Audit, hereinafter referred to as the audit. Copies
of the audit form, along with procedures for requesting and completing the audit, are available at:
http://www.dot.ca.gov/hq/esc/Translab/OSM/smbresources.htm
An audit that was previously approved by the Department no more than 3 years before the
award of this contract will be acceptable for the entire period of this contract, provided the
Engineer determines the audit is for the same type of work that is to be performed on this
contract.
Book One San Benancio/State Route 68 Intersection Improvements 389
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???A list of facilities that have successfully completed the audit and are authorized to provide
material for this contract is available at:
http://www.dot.ca.gov/hq/esc/Translab/OSM/smdocuments/Internet auditlisting.pdf
Successful completion of an audit shall not relieve the Contractor of the responsibility for
furnishing materials or producing finished work of the quality specified in these Special
Provisions and as shown on the plans.
PRECAST CONCRETE QUALITY CONTROL PLAN
Prior to performing any precasting operations, the Contractor shall submit to the Engineer, in
conformance with the provisions in Section 5-1.02, Plans and Working Drawings," of the
Standard Specifications, 3 copies of a separate PCQCP for each item of work to be precast. A
separate PCQCP shall be submitted for each facility. As a minimum, each PCQCP shall include
the following:
A. The name of the precasting firm, the concrete plants to be used, and any concrete testing
firm to be used;
B. A manual prepared by the precasting firm that includes equipment, testing procedures,
safety plan, and the names, qualifications, and documentation of certifications for all
personnel to be used;
C. The name of the QCM and the names, qualifications, and documentation of certifications
for all QC inspection personnel to be used;
D. An organizational chart showing all QC personnel and their assigned QC responsibilities;
E. The methods and frequencies for performing all required quality control procedures,
including all inspections, material testing, and any required survey procedures for all
components of the precast elements including prestressing systems, concrete, grout,
reinforcement, steel components embedded or attached to the precast member,
miscellaneous metal, and formwork;
F. A system for identification and tracking of required precast element repairs, and a
procedure for the reinspection of any repaired precast element. The system shall have
provisions for a method of reporting nonconforming precast elements to the Engineer;
and
G. Forms to be used for Certificates of Compliance, daily production logs, and daily reports.
The Engineer shall have 4 weeks to review the PCQCP submittal after a complete plan has
been received. No precasting shall be performed until the PCQCP is approved in writing by the
Engineer.
A PCQCP that was previously approved by the Engineer no more than one year prior to the
beginning of work on this contract will be acceptable for the entire period of this contract,
provided the Engineer determines the PCQCP is for the same type of work that is to be
performed on this contract.
An amended PCQCP or addendum shall be submitted to, and approved in writing by the
Engineer, for any proposed revisions to the approved PCQCP. An amended PCQCP or
addendum will be required for any revisions to the PCQCP, including but not limited to changes
in concrete plants or source materials, changes in material testing procedures and testing labs,
changes in procedures and equipment, changes in QC personnel, or updated systems for tracking
and identifying precast elements. The Engineer shall have 2 weeks to complete the review of the
amended PCQCP or addendum, once a complete submittal has been received. Work that is
affected by any of the proposed revisions shall not be performed until the amended PCQCP or
addendum has been approved.
Book One San Benancio/State Route 68 Intersection Improvements 390
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???After final approval of the PCQCP, amended PCQCP, or addendum, the Contractor shall
submit 7 copies to the Engineer of each of these approved documents.
It is expressly understood that the Engineer's approval of the Contractor's PCQCP shall not
relieve the Contractor of any responsibility under the contract for the successful completion of
the work in conformance with the requirements of the plans and specifications. The Engineer's
approval shall neither constitute a waiver of any of the requirements of the plans and
specifications nor relieve the Contractor of any obligation hereunder; and defective work,
materials, and equipment may be rejected notwithstanding approval of the PCQCP.
REPORTING
The QC Inspector shall provide reports to the QCM on a daily basis for each day that
precasting operations are performed.
A daily production log for precasting shall be kept by the QCM for each day that precasting
operations, including setting forms, placing reinforcement, setting prestressing steel, casting,
curing, post tensioning, and form release, are performed. The log shall include the facility
location, and shall include a specific description of casting or related operations, any problems or
deficiencies discovered, any testing or repair work performed, and the names of all QC personnel
and the specific QC inspections they performed that day. The daily report from each QC
Inspector shall also be included in the log. This daily log shall be available for viewing by the
Engineer, at the precasting facility.
All reports regarding material tests and any required survey checks shall be signed by the
person who performed the test or check, and then submitted directly to the QCM for review and
signature prior to submittal to the Engineer. Corresponding names shall be clearly printed or
type-written next to all signatures.
The Engineer shall be notified immediately in writing when any precasting problems or
deficiencies are discovered and of the proposed repair or process changes required to correct
them. The Engineer shall have 4 weeks to review these procedures. No remedial work shall
begin until the Engineer approves these procedures in writing.
The following items shall be included in a precast report that is to be submitted to the
Engineer following the completion of any precast element:
A. Reports of all material tests and any required survey checks;
B. Documentation that the Contractor has evaluated all tests and corrected all rejected
deficiencies, and all repairs have been re-examined with the required tests and found
acceptable; and
C. A daily production log.
At the completion of any precast element, and if the QCM determines that element is in
conformance with these Special Provisions, the QCM shall sign and furnish to the Engineer, a
Certificate of Compliance in conformance with the provisions in Section 6-1.07, Certificates of
Compliance," of the Standard Specifications. This Certificate of Compliance shall be submitted
with the precast report. The certificate shall state that all of the materials and workmanship
incorporated in the work, and all required tests and inspections of this work, have been
performed in conformance with the details shown on the plans and the provisions of the Standard
Specifications and these Special Provisions.
PAYMENT
In the event the Engineer fails to complete the review of 1) a PCQCP, 2) an amended PCQCP
or addendum, or 3) a proposed repair or process change, within the time allowed, and if, in the
opinion of the Engineer, completion of the work is delayed or interfered with by reason of the
Engineer's delay in completing the review, the Contractor will be compensated for any resulting
Book One San Benancio/State Route 68 Intersection Improvements 391
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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OF-U012
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WORKS-U012
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SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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TO-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???loss, and an extension of time will be granted, in the same manner as provided for in
Section 8-1.09, Right of Way Delays," of the Standard Specifications.
All required repair work or process changes required to correct precasting operation
deficiencies, whether discovered by the QCM, QC Inspector, or by the Engineer, and any
associated delays or expenses to the Contractor caused by performing these repairs, shall be at
the Contractor's expense.
Full compensation for conforming to the requirements of this section shall be considered as
included in the contract prices paid for the various items of work involved and no additional
compensation will be allowed therefor.
8-2.03 SELF-CONSOLIDATING CONCRETE FOR PRECAST ELEMENTS
GENERAL
Summary
This section includes specifications for self-consolidating concrete SCC). You may use
SCC for precast concrete.
Definitions
self-consolidating concrete: Flowing concrete capable of spreading to a level state without
segregation and without the use of internal or external vibrators.
Submittals
Submit the following for approval before placing SCC:
1. SCC mix design and placement procedures
2. Trial batch test report
Quality Control and Assurance
General
Prepare SCC specimens for compressive strength testing under California Test 540 except
fabricate test specimens as follows:
1. Place test molds on a firm, flat surface to prevent distortion of the bottom surface. When
more than 1 specimen is to be made from the same batch, make all specimens
simultaneously. Fill the mold in 1 lift, pouring the concrete from a larger container. Pat
sides of the mold lightly by hand, or jig by rocking the mold from side to side.
2. Strike off the surface of the concrete even with the top edge of the mold. Wipe the sides
of the mold free of excess concrete and press the lid on.
Prequalification of SCC Mix Design
Prequalify the SCC mix design with a trial batch using the same materials, mix proportions,
mixing equipment, procedures, and size of batch to be used in the production of SCC. The trial
batch test report for the SCC mix design must include the following tests and results:
Book One San Benancio/State Route 68 Intersection Improvements 392
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
AT-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Property Requirement Test Method
Slump Flow At least 20 inches ASTM C 1611
Flow Rate T50 Between 2 and 7 seconds ASTM C 1611
Visual Stability Index 1.0 or less ASTM C 1611
J-Ring Flow The difference between J-Ring ASTM C 1621
flow and the slump flow must not
exceed 2 inches
Column Segregation Static segregation must not ASTM C 1610
exceed 15%
Bleeding Bleeding capacity must not ASTM C 232
exceed 2.5%
Compressive Strength The average of 5 test cylinders California Test
must be at least 580 psi greater 521
than the specified strength.'
Minimum Compressive The minimum for an individual California Test
Strength test cylinder must not be less than 521
the specified strength.'
Note:
a At the maximum age specified or allowed
Field Quality Control
Determine the fine aggregate moisture content for each batch of SCC.
Determine slump flow and visual stability index VSI) at the beginning of SCC placement
and whenever a set of concrete cylinders is prepared. The slump flow must not vary by more
than 3 inches from the mix design slump flow, and the minimum allowable slump flow is 20
inches. VSI must be 1.0 or less. If the Engineer rejects SCC for slump flow and VSI, make
corrective changes in the SCC mix design or placement procedures before placing additional
SCC. Submit revised SCC mix design or placement procedures for approval.
MATERIALS
SCC must comply with Section 90, Portland Cement Concrete," of the Standard
Specifications except Section 90-3, Aggregate Gradings," of the Standard Specifications does
not apply.
PAYMENT
The Department measures and pays for SCC under the specifications requiring or allowing
its use.
SECTION 8-3. WELDING
8-3.01 WELDING
GENERAL
Unless otherwise specified, Section 8-3, Welding," shall apply to any welding that is
specified to conform to an AWS welding code.
Requirements of the AWS welding codes shall apply unless otherwise specified in the
Standard Specifications, on the plans, or in these Special Provisions. Wherever the abbreviation
AWS is used, it shall be equivalent to the abbreviations ANSIIAWS or AASHTO/AWS.
Wherever reference is made to the following AWS welding codes in the Standard
Specifications, on the plans, or in these Special Provisions, the year of adoption for these codes
shall be as listed:
SCC Mix Design Requirements
Book One San Benancio/State Route 68 Intersection Improvements 393
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???AWS Code Year of Adoption
D1.1 2008
D1.3 2008
D IA 2005
D1.5 2008
D1.6 2007
D1.8 2009
Flux cored welding electrodes conforming to the requirements of AWS A5.20 E6XT-4 or
E7XT-4 shall not be used to perform welding for this project.
Unless otherwise specified, Clause 6.1.3 of AWS D1.1, paragraph 1 of Section 7.1.2 of AWS
D1.4, and Clause 6.1.1.2 of AWS D1.5, are replaced with the following:
The QC Inspector shall be the duly designated person who acts for and on behalf of the
Contractor for inspection, testing, and quality related matters for all welding.
Quality Assurance QA) is the prerogative of the Engineer. The QA Inspector is the duly
designated person who acts for and on behalf of the Engineer.
The QC Inspector shall be responsible for quality control acceptance or rejection of
materials and workmanship.
When the term Inspector" is used without further qualification, it shall refer to the QC
Inspector.
Inspection and approval of all joint preparations, assembly practices, joint fit-ups, welding
techniques, and the performance of each welder, welding operator, and tack welder shall be
documented by the QC Inspector on a daily basis for each day welding is performed. For each
inspection, including fit-up, Welding Procedure Specification WPS) verification, and final weld
inspection, the QC Inspector shall confirm and document compliance with the requirements of
the AWS or other specified code criteria and the requirements of these Special Provisions on all
welded joints before welding, during welding, and after the completion of each weld.
The Engineer shall have the authority to verify the qualifications or certifications of any
welder, QC Inspector, or NDT personnel to specified levels by retests or other means approved
by the Engineer.
When joint weld details that are not prequalified to the details of Clause 3 of AWS D1.1 or to
the details of Figure 2.4 or 2.5 of AWS D1.5 are proposed for use in the work, the joint details,
their intended locations, and the proposed welding parameters and essential variables, shall be
approved by the Engineer. The Contractor shall allow the Engineer 15 days to complete the
review of the proposed joint detail locations.
In addition to the requirements of AWS D1.1, welding procedure qualifications for work
welded in conformance with this code shall conform to the following:
When a nonstandard weld joint is to be made using a combination of WPSs, a single test
may be conducted combining the WPSs to be used in production, provided the essential
variables, including weld bead placement, of each process are limited to those established in
Table 4.5.
Upon approval of the proposed joint detail locations and qualification of the proposed joint
details, welders and welding operators using these details shall perform a qualification test plate
using the WPS variables and the joint detail to be used in production. The test plate shall have
the maximum thickness to be used in production and a minimum length of 18 inches. The test
plate shall be mechanically and radiographically tested. Mechanical and radiographic testing and
acceptance criteria shall be as specified in the applicable AWS codes.
The Engineer will witness all qualification tests for WPSs that were not previously approved
by the Department.
Book One San Benancio/State Route 68 Intersection Improvements 394
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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C.-U012
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ROUTE-U012
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AT-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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STATE-U07
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
SAN-U012
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ROUTE-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???In addition to the requirements specified in the applicable code, the period of effectiveness
for a welder's or welding operator's qualification shall be a maximum of 3 years for the same
weld process, welding position, and weld type. If welding will be performed without gas
shielding, then qualification shall also be without gas shielding. Excluding welding of fracture
critical members, a valid qualification at the beginning of work on a contract will be acceptable
for the entire period of the contract, as long as the welder's or welding operator's work remains
satisfactory.
The Contractor shall notify the Engineer 7 days prior to performing any procedure
qualification tests. Witnessing of qualification tests by the Engineer shall not constitute approval
of the intended joint locations, welding parameters, or essential variables. The Contractor shall
notify the Engineer using the Standard TL-38 Inspection Form" located at:
http://www.dot.ca.gov/hq/esc/Translab/OSM/smbfonns.htm
Clause 6.14.6, Personnel Qualification," of AWS D1.1, Section 7.8, Personnel
Qualification," of AWS Dl.4, and Clause 6.1.3.4, Personnel Qualification," of AWS 131.5 are
replaced with the following:
Personnel performing nondestructive testing NDT) shall be qualified and certified in
conformance with the requirements of the American Society for Nondestructive Testing
ASNT) Recommended Practice No. SNT-TC-1A and the Written Practice of the NDT firm.
The Written Practice of the NDT firm shall meet or exceed the guidelines of the ASNT
Recommended Practice No. SNT-TC-IA. Individuals who perform NDT, review the results,
and prepare the written reports shall be either:
A. Certified NDT Level II technicians, or;
B. Level III technicians who hold a current ASNT Level III certificate in that discipline
and are authorized and certified to perform the work of Level II technicians.
Clause 6.6.5, Nonspecified NDT Other than Visual," of AWS D1.1, Section 7.6.5 of AWS
D1.4 and Clause 6.6.5 of AWS D1.5 shall not apply.
For any welding, the Engineer may direct the Contractor to perform NDT that is in addition
to the visual inspection or NDT specified in the AWS or other specified welding codes, in the
Standard Specifications, or in these Special Provisions. Except as provided for in these Special
Provisions, additional NDT required by the Engineer, and associated repair work, will be paid
for as extra work as provided in Section 4-1.03D, Extra Work," of the Standard Specifications.
Prior to release of welded material by the Engineer, if testing by NDT methods other than those
originally specified discloses an attempt to defraud or reveals a gross nonconformance, all costs
associated with the repair of the deficient area, including NDT of the weld and of the repair, and
any delays caused by the repair, shall be at the Contractor's expense. A gross nonconformance is
defined as the sum of planar type rejectable indications in more than 20 percent of the tested
length.
When less than 100 percent of NDT is specified for any weld, it is expected that the entire
length of weld meet the specified acceptance-rejection criteria. Should any welding deficiencies
be discovered by additional NDT directed or performed by the Engineer that utilizes the same
NDT method as that originally specified, all costs associated with the repair of the deficient area,
including NDT of the weld and of the weld repair, and any delays caused by the repair, shall be
at the Contractor's expense.
Repair work to correct welding deficiencies discovered by visual inspection directed or
performed by the Engineer, and any associated delays or expenses caused to the Contractor by
performing these repairs, shall be at the Contractor's expense.
Book One San Benancio/State Route 68 Intersection Improvements 395
CONTRACT NO. 10-111065
BIB]
40444-U01
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ROUTE-U012
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ADVERTISE-U012
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BIDDERS"-U012
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CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
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HEARING-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MITIGATION-U07
MONITORING-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???WELDING QUALITY CONTROL
Welding quality control shall conform to the requirements in the AWS or other specified
welding codes, the Standard Specifications, and these Special Provisions.
Unless otherwise specified, welding quality control shall apply to work welded in
conformance with the provisions in the following:
A. Section 49, Piling," Section 52, Reinforcement," Section 55, Steel Structures," and
Section 75-1.035, Bridge Joint Restrainer Units," of the Standard Specifications
B. Structural Steel for Building Work" of these Special Provisions
Unless otherwise specified, Clauses 6.1.4.1 and 6.1.4.3 of AWS D1.1, paragraph 2 of Section
7.1.2 of AWS D1.4, and Clauses 6.1.3.2 through 6.1.3.3 of AWS Dl.5 are replaced with the
following:
The QC Inspector shall be currently certified as an AWS Certified Welding Inspector
CWI) in conformance with the requirements in AWS QC I, Standard for AWS Certification
of Welding Inspectors."
The QC Inspector may be assisted by an Assistant QC Inspector provided that this
individual is currently certified as an AWS Certified Associate Welding Inspector CAWI) in
conformance with the requirements in AWS QC1, Standard for AWS Certification of
Welding Inspectors." The Assistant QC Inspector may perform inspection under the direct
supervision of the QC Inspector provided the assistant is always within visible and audible
range of the QC Inspector. The QC Inspector shall be responsible for signing all reports and
for determining if welded materials conform to workmanship and acceptance criteria. The
ratio of QC Assistants to QC Inspectors shall not exceed 5 to 1.
The Contractor shall designate in writing a welding Quality Control Manager QCM). The
QCM shall be responsible directly to the Contractor for the quality of welding, including
materials and workmanship, performed by the Contractor and subcontractors.
The QCM shall be the sole individual responsible to the Contractor for submitting, receiving,
reviewing, and approving all correspondence, required submittals, and reports to and from the
Engineer. The QCM shall be a registered professional engineer or shall be currently certified as
a CWI.
Unless the QCM is hired by a subcontractor providing only QC services, the QCM shall not
be employed or compensated by any subcontractor, or by other persons or entities hired by
subcontractors, who will provide other services or materials for the project. The QCM may be
an employee of the Contractor.
The QCM shall sign and furnish to the Engineer, a Certificate of Compliance in conformance
with the provisions in Section 6-1.07, Certificates of Compliance," of the Standard
Specifications for each item of work for which welding was performed. The certificate shall
state that all of the materials and workmanship incorporated in the work, and all required tests
and inspections of this work, have been performed in conformance with the details shown on the
plans, the Standard Specifications, and these Special Provisions.
Welding inspection personnel or NDT firms to be used in the work shall not be employed or
compensated by any subcontractor, or by other persons or entities hired by subcontractors, who
will provide other services or materials for the project, except for the following conditions:
A. The work is welded in conformance with AWS D1.5 and is performed at a permanent
fabrication or manufacturing facility that is certified under the AISC Quality Certification
Program, Category CBR, Major Steel Bridges and Fracture Critical endorsement F, when
applicable.
B. Structural steel for building work is welded in conformance with AWS D1.1 and is
performed at a permanent fabrication or manufacturing facility that is certified under the
AISC Quality Certification Program, Category STD, Standard for Steel Building
Structures.
Book One San Benancio/State Route 68 Intersection Improvements 396
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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PROGRAM-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
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ADVERTISE-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???For welding performed at such facilities, the inspection personnel or NDT firms may be
employed or compensated by the facility performing the welding provided the facility maintains
a QC program that is independent from production.
Unless otherwise specified, an approved independent third party will witness the
qualification tests for welders or welding operators. The independent third party shall be a
current CWI and shall not be an employee of the contractor performing the welding. The
Contractor shall allow the Engineer 15 days to review the qualifications and copy of the current
certification of the independent third party.
Prior to submitting the Welding Quality Control Plan WQCP) required herein, a prewelding
meeting between the Engineer, the Contractor's QCM, and a representative from each entity
performing welding or inspection for this project, shall be held to discuss the requirements for
the WQCP.
Information regarding the contents, format, and organization of a WQCP, is available at the
Transportation Laboratory and at:
http://www.dot.ca.gov/hq/esc/Translab/OSM/smbresources.htm
The Contractor shall submit to the Engineer, in conformance with the provisions in Section
5-1.02, Plans and Working Drawings," of the Standard Specifications, 2 copies of a separate
WQCP for each subcontractor or supplier for each item of work for which welding is to be
performed.
The Contractor shall allow the Engineer 15 days to review the WQCP submittal after a
complete plan has been received. No welding shall be performed until the WQCP is approved in
writing by the Engineer.
An amended WQCP or any addendum to the approved WQCP shall be submitted to, and
approved in writing by the Engineer, for proposed revisions to the approved WQCP. An
amended WQCP or addendum will be required for revisions to the WQCP, including but not
limited to a revised WPS; additional welders; changes in NDT firms, QC, or NDT personnel or
procedures; or updated systems for tracking and identifying welds. The Engineer shall have 7
days to complete the review of the amended WQCP or addendum. Work affected by the
proposed revisions shall not be performed until the amended WQCP or addendum has been
approved.
After final approval of the WQCP, amended WQCP, or addendum, the Contractor shall
submit 7 copies to the Engineer of the approved documents. A copy of the Engineer approved
document shall be available at each location where welding is to be performed.
All welding will require inspection by the Engineer. The Contractor shall request inspection
at least 3 business days prior to the beginning of welding for locations within California and 5
business days for locations outside of California. The Contractor shall request inspection at:
http://www.dot.ca.gov/hq/esc/Translab/OSM/smbforms.htm
Continuous inspection shall be provided when any welding is being performed. Continuous
inspection, as a minimum, shall include having a QC Inspector within such close proximity of all
welders or welding operators so that inspections by the QC Inspector of each welding operation
at each welding location does not lapse for a period exceeding 30 minutes.
A daily production log for welding shall be kept for each day that welding is performed. The
log shall clearly indicate the locations of all welding. The log shall include the welders' names,
amount of welding performed, any problems or deficiencies discovered, and any testing or repair
work performed, at each location. The daily report from each QC Inspector shall also be
included in the log.
Book One San Benancio/State Route 68 Intersection Improvements 397
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
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FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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HEARING-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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05-0H8220,-U012
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10-111065;-U012
D.-U012
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E.-U012
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DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROUTE-U012
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AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The following items shall be included in a Welding Report that is to be submitted to the
Engineer within 15 days following the performance of any welding:
A. A daily production log.
B. Reports of all visual weld inspections and NDT.
C. Radiographs and radiographic reports, and other required NDT reports.
D. A summary of welding and NDT activities that occurred during the reporting period.
E. Reports of each application of heat straightening.
F. A summarized log listing the rejected lengths of weld by welder, position, process, joint
configuration, and piece number.
G. Documentation that the Contractor has evaluated all radiographs and other nondestructive
tests and corrected all rejectable deficiencies, and that all repaired welds have been
reexamined using the required NDT and found acceptable.
The following information shall be clearly written on the outside of radiographic envelopes:
name of the QCM, name of the nondestructive testing firm, name of the radiographer, date,
contract number, complete part description, and all included weld numbers, report numbers, and
station markers or views, as detailed in the WQCP. In addition, all interleaves shall have clearly
written on them the part description and all included weld numbers and station markers or views,
as detailed in the WQCP. A maximum of 2 pieces of film shall be used for each interleave.
Reports of all visual inspections and NDT shall be signed by the inspector or technician and
submitted daily to the QCM for review and signature prior to submittal to the Engineer.
Corresponding names shall be clearly printed or typewritten next to all signatures. Reports of all
NDT, whether specified, additional, or informational, performed by the Contractor shall be
submitted to the Engineer.
The Engineer will review the Welding Report to determine if the Contractor is in
conformance with the WQCP. Except for field welded steel pipe piling, the Engineer shall be
allowed 15 days to review the report and respond in writing after the complete Welding Report
has been received. Prior to receiving notification from the Engineer of the Contractor's
conformance with the WQCP, the Contractor may encase in concrete or cover welds for which
the Welding Report has been submitted. However, should the Contractor elect to encase or
cover those welds prior to receiving notification from the Engineer, it is expressly understood
that the Contractor shall not be relieved of the responsibility for incorporating material in the
work that conforms to the requirements of the plans and specifications. Material not conforming
to these requirements will be subject to rejection.
For field welded steel pipe piling, including bar reinforcement in the piling, the Contractor
shall allow the Engineer 2 business days to review the Welding Report and respond in writing
after the required items have been received. No field welded steel pipe piling shall be installed,
and no reinforcement in the piling shall be encased in concrete until the Engineer has approved
the above requirements in writing.
In addition to the requirements in AWS Dl.1 and AWS D1.5, third-time excavations of
welds or base metal to repair unacceptable discontinuities, regardless of NDT method, and all
repairs of cracks require prior approval of the Engineer.
The Engineer shall be notified immediately in writing when welding problems, deficiencies,
base metal repairs, or any other type of repairs not submitted in the WQCP are discovered, and
also of the proposed repair procedures to correct them. For requests to perform third-time
excavations or repairs of cracks, the Contractor shall include an engineering evaluation of the
proposed repair. The engineering evaluation, at a minimum, shall address the following:
A. What is causing each defect?
B. Why the repair will not degrade the material properties?
C. What steps are being taken to prevent similar defects from happening again?
Book One San Benancio/State Route 68 Intersection Improvements 398
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
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FO89518-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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BIB]
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15366-U05
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BOOK ONE - CONTRACT NO. 10-11???The Contractor shall allow the Engineer 7 days to review these procedures. No remedial
work shall begin until the repair procedures are approved in writing by the Engineer.
Clause 6.5.4 of AWS D1.5 is replaced with the following:
The QC Inspector shall inspect and approve each joint preparation, assembly practice,
welding technique, joint fit-up, and the performance of each welder, welding operator, and
tack welder to make certain that the applicable requirements of this code and the approved
Welding Procedure Specification WPS) are met. The QC Inspector shall examine the work
to make certain that it meets the requirements of Clauses 3 and 6.26. The size and contour of
all welds shall be measured using suitable gages. Visual inspection for cracks in welds and
base metal, and for other discontinuities shall be aided by strong light, magnifiers, or such
other devices as may be helpful. Acceptance criteria different from those specified in this
code may be used when approved by the Engineer.
In addition to the requirements of AWS D1.5, Clause 5.12 or 5.13, welding procedures
qualification for work welded in conformance with that code shall conform to the following
requirements:
A. Unless considered pre-qualified, fillet welds shall be qualified in each position. The fillet
weld soundness test shall be conducted using the essential variables of the WPS as
established by the Procedure Qualification Record PQR).
B. For qualification of joints that do not conform to Figures 2.4 and 2.5 of AWS D1.5, a
minimum of 2 WPS qualification tests are required. The tests shall be conducted using
both Figure 5.1 and Figure 5.3. The test conforming to Figure 5.1 shall be conducted in
conformance with AWS D1.5, Clause 5.12 or 5.13. The test conforming to Figure 5.3
shall be conducted using the welding electrical parameters that were established for the
test conducted conforming to Figure 5.1. The ranges of welding electrical parameters
established during welding per Figure 5.1 in conformance with AWS D1.5, Clause 5.12,
shall be further restricted according to the limits in Table 5.3 during welding per Figure
5.3.
C. Multiple zones within a weld joint may be qualified. The travel speed, amperage, and
voltage values that are used for tests conducted per AWS D1.5 Clause 5.13 shall be
consistent for each pass in a weld joint, and shall in no case vary by more than 10
percent for travel speed, 10 percent for amperage, and 7 percent for voltage as
measured from a predetermined target value or average within each weld pass or zone.
The travel speed shall in no case vary by more than 15 percent when using submerged
arc welding.
D. For a WPS qualified in conformance with AWS D1.5 Clause 5.13, the values to be used
for calculating ranges for current and voltage shall be based on the average of all weld
passes made in the test. Heat input shall be calculated using the average of current and
voltage of all weld passes made in the test for a WPS qualified in conformance with
Clause 5.12 or 5.13.
E. Macroetch tests are required for WPS qualification tests, and acceptance shall be per
AWS D1.5 Clause 5.19.3.
F. When a nonstandard weld joint is to be made using a combination of WPSs, a test
conforming to Figure 5.3 may be conducted combining the WPSs to be used in
production, provided the essential variables, including weld bead placement, of each
process are limited to those established in Table 5.3.
G. Prior to preparing mechanical test specimens, the PQR welds shall be inspected by visual
and radiographic tests. Backing bar shall be 3 inches in width and shall remain in place
during NDT testing. Results of the visual and radiographic tests shall comply with AWS
Book One San Benancio/State Route 68 Intersection Improvements 399
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
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300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
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10-111065-U02
LI21329-U03
FO21330-U03
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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7/19/2010-U011
ROUTE-U012
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E.-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
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68-U012
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A-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
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PLANS-U012
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TO-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???D1.5 Clause 6.26.2, excluding Clause 6.26.2.2. Test plates that do not comply with both
tests shall not be used.
PAYMENT
Full compensation for conforming to the requirements of Welding" shall be considered as
included in the contract prices paid for the various items of work involved and no additional
compensation will be allowed therefor.
SECTION 9. DESCRIPTION OF WORK
9-1.00 DESCRIPTION OF BRIDGE WORK
El Toro Creek Bridge
Br. No. 44C0117
The El Toro Creek Bridge at San Benancio Road is to be widened 25'-4th" to the north east.
The widened structure will be a Precast Prestressed I-Girder with a Cast-In-Place reinforced
concrete deck superstructure. The substructure will consist of a two column Cast-In-Place
reinforced concrete bent and end diaphragm type Cast-In-Place reinforced concrete abutments
found on driven steel H-piling. The existing Type 115 Metal Tube Railing will be removed and
replaced with California ST-20 Bridge Rail and shall comply with the visual requirements
outlined in Appendix B, Mitigation Monitoring and Reporting Plan," of these Special
Provisions.
9-1.01 INCREASED AND DECREASED QUANTITIES:
The County reserves the right to increase, decrease or delete the quantities of items as
follows:
ITEM CODE. DESCRIPTION
074028 Temporary Fiber Roll
074028A Temporary Large Fiber Roll
074034 Temporary Cover
074041 Street Sweeping
074056 Rain Event Action Plan
074057 Storm Water Annual Report
120151 Temporary Traffic Stripe Paint)
120152 Temporary Pavement Marking Paint)
129000 Temporary Railing Type K)
394048 Place Hot Mix Asphalt Dike Type E)
394073 Place Hot Mix Asphalt Dike Type A)
394074 Place Hot Mix Asphalt Dike Type C)
394090 Place Hot Mix Asphalt Misc. Area)
The adjustment provision in Section 4-1.03 Changes" of the Standard Specifications shall
not apply to the above items.
Such other items or details, not mentioned above, that are required by the Plans, Standard
Specifications, or these Special Provisions, shall be performed, placed, constructed, or installed.
SECTION 10. CONSTRUCTION DETAILS
Book One San Benancio/State Route 68 Intersection Improvements 400
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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7/19/2010-U011
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68-U012
AT-U012
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REPORTING-U012
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68-U012
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E.-U012
CONSIDER-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
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AT-U012
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EFFECTIVE-U012
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CONSIDER-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???SECTION 10-1. GENERAL
10-1.00 CONSTRUCTION PROJECT INFORMATION SIGNS
Before any major physical construction work readily visible to highway users is started on
this contract, the Contractor shall furnish and erect 2 Type 1 Construction Project Information
signs at the locations designated by the Engineer.
The signs and overlays shall be of a type and material consistent with the estimated time of
completion of the project and shall conform to the details shown on the plans.
The sign letters, the border and the Department's construction logos shall conform to the
colors non-reflective) and details shown on the plans, and shall be on a white background
non-reflective). The colors blue and orange shall conform to PR Color Number 3 and
Number 6, respectively, as specified in the Federal Highway Administration's Color Tolerance
Chart.
The sign message to be used for fund types shall consist of the following, in the order shown:
STATE HIGHWAY FUNDS
MONTEREY COUNTY TRANSPORTATION FUNDS
The sign message to be used for type of work shall consist of the following:
HIGHWAY IMPROVEMENT
The sign message to be used for the Year of Completion of Project Construction will be
furnished by the Engineer. The Contractor shall furnish and install the Year" sign overlay
within 10 working days of notification of the year date to be used.
The letter sizes to be used shall be as shown on the plans. The information shown on the
signs shall be limited to that shown on the plans.
The signs shall be kept clean and in good repair by the Contractor.
Upon completion of the work, the signs shall be removed and disposed of outside the
highway right of way in conformance with the provisions in Section 7-1.13 of the Standard
Specifications.
Full compensation for furnishing, erecting, maintaining, and removing and disposing of the
construction project information signs shall be considered as included in the contract lump sum
price paid for construction area signs and no additional compensation will be allowed therefor.
10-1.01 ORDER OF WORK
Order of work shall conform to the provisions in Section 5-1.05, Order of Work," of the
Standard Specifications and these Special Provisions.
Attention is directed to Miscellaneous Concrete Construction" of these Special Provisions
regarding constructing a 2' x 2' test panel prior to constructing curb ramps with detectable
warning surfaces.
Attention is directed to Environmentally Sensitive Area" and Temporary Fence Type
ESA)" of these Special Provisions. Prior to beginning work, the boundaries of the
Environmentally Sensitive Areas ESA) shall be clearly delineated in the field. The boundaries
shall be delineated by the installation of temporary fence Type ESA).
Attention is directed to Appendix B, Mitigation Monitoring and Reporting Program," of
these Special Provisions. The processes and procedures outlined in the Mitigation Monitoring
and Reporting Program shall be followed by the contractor.
Book One San Benancio/State Route 68 Intersection Improvements 401
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The first order of work shall be to place the order for the electrical equipment. The Engineer
shall be furnished a statement from the vendor that the order for the electrical equipment has
been received and accepted by the vendor.
The uppermost layer of new pavement shall not be placed until all underlying conduits and
loop detectors have been installed.
Prior to commencement of the traffic signal functional test at any location, all items of work
related to signal control shall be completed and all roadside signs, pavement delineation, and
pavement markings shall be in place at that location.
Attention is directed to Maintaining Traffic" and Temporary Pavement Delineation" of
these Special Provisions and to the stage construction sheets of the plans.
Attention is directed to Progress Schedule Critical Path Method)" of these Special
Provisions regarding the submittal of a general time-scaled logic diagram within 10 days after
approval of the contract. The diagram shall be submitted prior to performing any work that may
be affected by any proposed deviations to the construction staging of the project.
The work shall be performed in conformance with the stages of construction shown on the
plans. Non-conflicting work in subsequent stages may proceed concurrently with work in
preceding stages, provided satisfactory progress is maintained in the preceding stages of
construction.
In each stage, after completion of the preceding stage, the first order of work shall be the
removal of existing pavement delineation as directed by the Engineer. Pavement delineation
removal shall be coordinated with new delineation so that lane lines are provided at all times on
traveled ways open to public traffic.
Before obliterating any pavement delineation traffic stripes, pavement markings, and
pavement markers) that is to be replaced on the same alignment and location, as determined by
the Engineer, the pavement delineation shall be referenced by the Contractor, with a sufficient
number of control points to reestablish the alignment and location of the new pavement
delineation. The references shall include the limits or changes in striping pattern, including one-
and 2-way barrier lines, limit lines, crosswalks and other pavement markings. Full compensation
for referencing existing pavement delineation shall be considered as included in the contract
prices paid for new pavement delineation and no additional compensation will be allowed
therefor.
Prior to applying hot mix asphalt, the Contractor shall cover all manholes, valve and
monument covers, grates, or other exposed facilities located within the area of application, using
a plastic or oil resistant construction paper secured to the facility being covered by tape or
adhesive. The covered facilities shall be referenced by the Contractor, with a sufficient number
of control points to relocate the facilities after the hot mix asphalt has been placed. After
completion of the hot mix asphalt operation, all covers shall be removed and disposed of in a
manner satisfactory to the Engineer. Full compensation for covering manholes, valve and
monument covers, grates, or other exposed facilities, referencing, and removing temporary cover
shall be considered as included in the contract price paid per ton for hot mix asphalt, and no
additional compensation will be allowed therefor.
Construction of the new structural section adjacent to the existing traveled way shall be
performed in successive and, once all operations are under way, concurrent operations of
excavating, preparing subgrade, placing base materials and paving. Excavation within 8 feet of
the existing traveled way shall not precede the paving operation by more than 4 working days
unless:
A. Approved in writing by the Engineer and;
B. Material is placed and compacted against the vertical cuts within 8 feet of the existing
traveled way. During excavation operations, native material may be used for this
Book One San Benancio/State Route 68 Intersection Improvements 402
CONTRACT NO. 10- I1 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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PROGRAM-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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PROGRAM-U012
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C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
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PROGRAM-U012
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JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???purpose, however, once the placing of the structural section commences, structural
material shall be used. The material shall be placed to the level of the elevation of the top
of existing pavement and tapered at a slope of 4:1 horizontal:vertical) or flatter to the
bottom of the excavation. Full compensation for placing the material on a 4:1
horizontal:vertical) slope, regardless of the number of times it is required, and
subsequent removing or reshaping of the material to the lines and grades shown on the
plans shall be considered as included in the contract price paid for the materials involved
and no additional compensation will be allowed therefor. No payment will be made for
material placed in excess of that required for the structural section.
At the end of each working day if a difference in excess of 1 foot exists between the
elevation of the existing pavement and the elevation of excavations within 8 feet of the traveled
way, material shall be placed and compacted against the vertical cuts adjacent to the traveled
way. During excavation operations, native material may be used for this purpose; however, once
placing of the structural section commences, structural material shall be used. The material shall
be placed to the level of the elevation of the top of existing pavement and tapered at a slope of
4:1 horizontal:vertical) or flatter to the bottom of the excavation. Full compensation for placing
the material on a 4:1 slope, regardless of the number of times the material is required, and
subsequent removing or reshaping of the material to the lines and grades shown on the plans
shall be considered as included in the contract price paid for the materials involved and no
additional compensation will be allowed therefor. No payment will be made for material placed
in excess of that required for the structural section.
At those locations exposed to public traffic where guard railings or barriers are to be
constructed, reconstructed, or removed and replaced, the Contractor shall schedule operations so
that at the end of each working day there shall be no post holes open nor shall there be any
railing or barrier posts installed without the blocks and rail elements assembled and mounted
thereon.
At least 60 days before planting the plants, furnish the Engineer a statement from the vendor
that the order for the plants required for this contract, including inspection plants, has been
received and accepted by the vendor. The statement from the vendor must include the names,
sizes, and quantities of plants ordered and the anticipated date of delivery.
Place orders for replacement plants with the vendor at the appropriate time so that the roots
of the replacement plants are not in a root-bound condition.
At least 60 days before applying seeds, furnish the Engineer a statement from the vendor that
the order for the seed required for this contract has been received and accepted by the vendor.
The statement from the vendor must include the names and quantity of seed ordered and the
anticipated date of delivery.
10-1.02 WATER POLLUTION CONTROL
GENERAL
Summary
Discharges of storm water from the project must comply with NPDES General Permit for
Storm Water Discharges Associated with Construction and Land Disturbance Activities" Order
No. 2009-009-DWQ, NPDES No. CAS000002). Manage work activities to reduce the discharge
of pollutants to surface waters, groundwater, or municipal separate storm sewer systems
including work items shown in the verified Bid Item List for:
1. Prepare Storm Water Pollution Prevention Plan. SWPPP preparation includes obtaining
SWPPP acceptance, amending the SWPPP, preparing a CSMP and a SAP, and
monitoring and inspecting WPC practices at the job site.
Book One San Benancio/State Route 68 Intersection Improvements 403
CONTRACT NO. 10-111065
BIB]
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BOOK-U02
ONE-U02
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CONTRACT-U02
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LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
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PROGRAM-U012
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TO-U012
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IN-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
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UPON-U012
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OF-U012
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BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
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C1-U03
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15366-U05
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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2011-U012
JANUARY-U012
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2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???2. Storm Water Sampling and Analysis Day. Storm Water Sampling and Analysis Day
includes reporting of storm water quality per qualifying rain event. If specified for the
risk level, the work includes preparation, collection, analysis, and reporting of storm
water samples for turbidity, pH, and other constituents.
3. Storm Water Annual Report. Storm Water Annual Report preparation includes
certifications, monitoring and inspection results, and obtaining Storm Water Annual
Report acceptance.
4. Rain Event Action Plan. If specified for the project risk level, REAP preparation
includes preparing and submitting REAP forms and monitoring weather forecasts.
Do not start work until:
1. SWPPP is accepted
2. WDID is issued
3. SWPPP has been reviewed by the RWQCB. If the RWQCB requires time for SWPPP
review, allow enough time for the RWQCB to review the SWPPP as specified under
Submittals" of these Special Provisions.
This job is Risk Level 2.
Definitions and Abbreviations
active and inactive areas: 1) Active areas have soil disturbing work activities occurring at
least once within 14 days, and 2) Inactive areas are areas that have not been disturbed for
at least 15 days.
BMPs: Best Management Practices are water pollution control practices.
construction phase: Construction phases are 1) Highway Construction including work
activities for building roads and structures, 2) Plant Establishment including
maintenance on vegetation installed for final stabilization, and 3) Suspension where
work activities are suspended and areas are inactive.
CSMP: Construction Site Monitoring Program.
NAL: Numeric Action Level
NEL: Numeric Effluent Limit
NPDES: National Pollutant Discharge Elimination System
NOI: Notice of Intent
normal working hours: The hours you normally work on this project
Preparation Manual: The Department's Storm Water Pollution Prevention Plan and Water
Pollution Control Program Preparation Manual."
QSD: Qualified SWPPP Developer
QSP: Qualified SWPPP Practitioner
REAP: Rain Event Action Plan.
RWQCB: Regional Water Quality Control Board.
SAP: Sampling and Analysis Plan
SSC: Suspended Sediment Concentration
SWRCB: State Water Resources Control Board
SWPPP: Storm Water Pollution Prevention Plan
WDID: Waste Discharge Identification Number
WPC: Water Pollution Control
WPC Manager: Water Pollution Control Manager. The WPC Manager implements water
pollution control work described in the SWPPP and oversees revisions and amendments
to the SWPPP.
Book One San Benancio/State Route 68 Intersection Improvements 404
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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FO89518-U03
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AS89575-U03
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DO94108-U03
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8/4/2010-U04
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15366-U05
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A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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MONITORING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Submittals
Within 20 days after contract approval, start the following process for SWPPP acceptance:
1. Submit 3 copies of the SWPPP and allow 20 days for the Engineer's review. If revisions
are required, the Engineer provides comments and specifies the date that the review
stopped.
2. Change and resubmit the SWPPP within 15 days of receipt of the Engineer's comments.
The Engineer's review resumes when the complete SWPPP is resubmitted.
3. When the Engineer accepts the SWPPP, submit an electronic and 4 printed copies of the
accepted SWPPP.
4. If the RWQCB reviews the accepted SWPPP, the Engineer submits one copy of the
accepted SWPPP to the RWQCB for their review and comment. RWQCBs requiring 30
days to review SWPPPs include:
4.1. Central Coast RWQCB
5. If the Engineer requests changes to the SWPPP based on RWQCB comments, amend the
SWPPP within 10 days.
Submit:
1. Storm water training records including training dates and subjects for employees and
subcontractors. Include dates and subjects for ongoing training, including tailgate
meetings.
2. Employee training records:
2.1. Within 5 days of SWPPP acceptance for existing employees
2.2. Within 5 days of training for new employees
2.3. At least 5 days before subcontractors start work for subcontractor's employees
Prepare a Storm Water Annual Report for the reporting period from July 1st to June 30th:
1. If construction occurs from July 1st through June 30th, submit the report no later than
July 15th for the prior reporting period
2. If construction ends before June 30th, submit the report within 15 days after contract
acceptance
Submit the Storm Water Annual Report as follows:
1. Submit 2 copies of the Storm Water Annual Report and allow 10 days for the Engineer's
review. If revisions are required, the Engineer provides comments and specifies the date
that the review stopped.
2. Change and resubmit the Storm Water Annual Report within 5 days of receipt of the
Engineer's comments. The Engineer's review resumes when the complete Storm Water
Annual Report is resubmitted.
3. When the Engineer accepts the Storm Water Annual Report, insert the WPC Manager's
signed certification and the Engineer's signed certification.
Submit one electronic copy and 2 printed copies of the accepted Storm Water Annual Report.
Submit as required:
1. NAL Exceedance Reports
2. NEL Exceedance Reports
3. Visual Monitoring Reports
4. Inspection Reports
5. BMP Status Report
At least 5 days before operating any construction support facility:
Book One San Benancio/State Route 68 Intersection Improvements 405
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1. Submit a plan showing the location and quantity of WPC practices associated with the
construction support facility
2. If you will be operating a batch plant or a crushing plant under the General Industrial
Permit, submit a copy of the NOI approved by the RWQCB and the SWPPP approved by
the RWQCB
Quality Control and Assurance Training
Provide storm water training for:
1. Project managers
2. Supervisory personnel
3. Employees involved with WPC work
Train all employees, including subcontractor's employees, in the following subjects:
1. WPC rules and regulations
2. Implementation and maintenance for:
2.1. Temporary Soil Stabilization
2.2. Temporary Sediment Control
2.3. Tracking Control
2.4. Wind Erosion Control
2.5. Material pollution prevention and control
2.6. Waste management
2.7. Non-storm water management
2.8. Identifying and handling hazardous substances
2.9. Potential dangers to humans and the environment from spills and leaks or exposure
to toxic or hazardous substances
Employees must receive initial WPC training before working on the job.
Conduct weekly training meetings covering:
1. WPC BMP deficiencies and corrective actions
2. BMPs that are required for work activities during the week
3. Spill prevention and control
4. Material delivery, storage, use, and disposal
5. Waste management
6. Non-storm water management procedures
Training for personnel to collect water quality samples must include:
1. SAP review
2. Health and safety review
3. Sampling simulations
A Storm Water Information Handout has been prepared for this contract and is available as
described in Project Information" of these Special Provisions.
If you operate construction support facilities, protect storm water systems or receiving waters
from the discharge of potential pollutants by using WPC practices.
Construction support facilities include:
1. Staging areas
2. Storage yards for equipment and materials
3. Mobile operations
4. Batch plants for PCC and HMA
Book One San Benancio/State Route 68 Intersection Improvements 406
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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PROGRAM-U012
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CONSIDER-U012
AUTHORIZING-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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PROGRAM-U012
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10-111065;-U012
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AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???5. Crushing plants for rock and aggregate
6. Other facilities installed for your convenience such as haul roads
If you operate a batch plant to manufacture PCC, HMA, or other material; or a crushing plant
to produce rock or aggregate; obtain coverage under the General Industrial General Permit. You
must be covered under the General Industrial Permit for batch plants and crushing plants located:
1. Outside of the job site
2. Within the job site that serve one or more contracts
Discharges from manufacturing facilities such as batch plants must comply with the general
waste discharge requirements for Order No. 97-03-DWQ, NPDES General Permit No.
CAS000001, issued by the SWRCB for Discharge of Stormwater Associated with Industrial
Activities Excluding Construction Activities." The General Industrial Permit is available at:
http://www.waterboards.ca.gov/
You may obtain copies of the Preparation Manual from the Publication Distribution Unit.
The mailing address for the Publication Distribution Unit is:
State of California
Department of Transportation
Publication Distribution Unit
1900 Royal Oaks Drive
Sacramento, California 95815
Telephone: 916) 445-3520
For the Preparation Manual and other WPC references, go to the Department's Construction
Storm Water and Water Pollution Control" Web site at:
http://www.dot.ca.gov/hq/construc/stormwater/storrnwaterI.htm
Water Pollution Control Manager
Assign one WPC Manager to implement the SWPPP. The WPC Manager must comply with
the Permit Order No. 2009-009-DWQ, NPDES No. CAS000002) qualifications for a QSP and a
QSD. You may assign a different QSD to prepare the SWPPP.
The QSD must have the following qualifications:
1. Department approved storm water management training described in the Department's
Construction Storm Water and Water Pollution Control" web site
2. Registration or certification described in the Permit Order No. 2009-009-DWQ, NPDES
No. CAS000002)
The QSP must meet the qualifications of the QSD or have the following certifications:
1. Department approved storm water management training described in the Department's
Construction Storm Water and Water Pollution Control" web site
2. Certification described in the Permit
At the job site, the WPC Manager must:
1. Be responsible for WPC work
2. Be the primary contact for WPC work
3. Oversee the maintenance of WPC practices
4. Oversee and enforce hazardous waste management practices
5. Have the authority to mobilize crews to make immediate repairs to WPC practices
Book One San Benancio/State Route 68 Intersection Improvements 407
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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C.-U012
CONSIDER-U012
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68-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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D.-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???6. Ensure that all employees have current water pollution control training
7. Implement the accepted SWPPP and amend the SWPPP when required
WPC Manager must oversee:
1. Inspections of WPC practices identified in the SWPPP
2. Inspections and reports for visual monitoring
3. Preparation and implementation of REAPS
4. Sampling and analysis
5. NAL exceedance reports
6. NEL exceedance reports
7. SWPPP annual certification
8. Annual reports
9. BMP status reports
STORM WATER POLLUTION PREVENTION PLAN
This work includes preparing a SWPPP including a CSMP, obtaining SWPPP acceptance,
amending the SWPPP, inspecting and reporting on WPC practices at the job site. If specified by
the risk level, the work includes preparing REAPS. The SWPPP must comply with the
Preparation Manual and the Permit. The SWPPP must be submitted in place of the water
pollution control program under Section 7-1.01G, Water Pollution," of the Standard
Specifications.
You may request, or the Engineer may order, changes to the WPC work. Changes may
include the addition of new WPC practices. Additional WPC work will be paid for as extra work
under Section 4-1.03D, Extra Work," of the Standard Specifications.
The SWPPP must include sections as specified for the project risk level as follows:
1. For risk level 1:
1.1. Schedule
1.2. CSMP
2. For risk level 2:
2.1. Schedule
2.2. CSMP
2.3. Adherence to Effluent Standards for NALs
2.4. REAP
3. For risk level 3:
3.1. Schedule
3.2. CSMP
3.3. Adherence to Effluent Standards for NALs and NELs
3.4. REAP
The SWPPP must include WPC practices:
1. For storm water and non-stormwater from areas outside of the job site related to project
work activities such as:
1.1. Staging areas
1.2. Storage yards
1.3. Access roads
2. For activities or mobile operations related to contractor obtained NPDES permits
3. Construction support facilities
Book One San Benancio/State Route 68 Intersection Improvements 408
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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68-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The SWPPP must include a copy of permits obtained by the Department such as Fish &
Game permits, US Army Corps of Engineers permits, RWQCB 401 Certifications, and RWQCB
Waste Discharge Requirements for Aerially Deposited Lead Reuse.
Amend the SWPPP annually and resubmit it by July 15th.
Amend the SWPPP if-
1 Changes in work activities could affect the discharge of pollutants
2. WPC practices are added by change order work
3. WPC practices are added at your discretion
4. Changes in the amount of disturbed soil are substantial
5. Objectives for reducing or eliminating pollutants in storm water discharges have not been
achieved
6. There is a Permit violation
Whenever you amend the SWPPP, follow the same process specified for SWPPP acceptance.
Retain a printed copy of the accepted SWPPP at the job site.
SWPPP Schedule
The SWPPP schedule must:
1. Describe when work activities will be performed that could cause the discharge of
pollutants into storm water
2. Describe WPC practices associated with each construction phase
3. Identify soil stabilization and sediment control practices for disturbed soil areas
Construction Site Monitoring Program CSMP)
The QSD must prepare a CSMP as part of the SWPPP. The CSMP must be developed before
starting work and be revised to reflect current construction activities as necessary.
The CSMP must include sections for the project risk level as follows:
1. For risk level 1:
1.1. Visual Monitoring
1.2. SAP for Non-Visible Pollutants
2. For risk level 2:
2.1. Visual Monitoring
2.2. SAP for Non-Visible Pollutants
2.3. SAP for sediment and turbidity
2.4. SAP for pH
3. For risk level 3:
3.1. Visual Monitoring
3.2. SAP for Non-Visible Pollutants
3.3. SAP for sediment and turbidity
3.4. SAP for pH
3.5. Receiving Water Sampling
3.6. SAP for temporary active treatment systems
Visual Monitoring
The WPC Manager must oversee the performance of visual inspections for qualifying rain
events. A qualified rain event is a storm that produces at least 0.5 inches of precipitation with a
48 hour or greater period between storms.
For each qualifying rain event, perform visual inspections and record observations during
normal working hours as follows:
1. Record the time, date, and rain gauge reading
Book One San Benancio/State Route 68 Intersection Improvements 409
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???2. Observe:
2.1. Within 2 days before the storm:
2.1.1. Drainage areas for spills, leaks, or uncontrolled pollutants
2.1.2. Proper implementation of WPC practices
2.1.3. Storm water storage areas for leaks and adequate freeboard
2.2. Every 24 hours during the storm:
2.2.1. WPC practices for effective operation
2.2.2. WPC practices needing maintenance and repair
2.3. Within 2 days after the storm event:
2.3.1. Discharge locations
2.3.2. WPC practices to evaluate the design, implementation, and effectiveness
2.3.3. To identify where additional WPC practices may be needed
Perform non-stormwater discharge visual inspections as follows:
1. At least once during each of the following periods:
1.1. January through March
1.2. April through June
1.3. July through September
1.4. October through December
2. Observe flowing and contained storm water for the presence of floating and suspended
materials, sheen on the surface, discoloration, turbidity, odors, and sources of observed
pollutants
3. Observe the job site for the presence of authorized and unauthorized non-stormwater
discharges and their sources
The WPC Manager must prepare visual inspection reports that include the following:
1. Name of personnel performing the inspection, inspection date, and date inspection report
completed
2. Storm and weather conditions
3. Locations and observations
4. Corrective actions taken
Maintain visual inspections reports at the job site as part of the SWPPP.
Sampling and Analysis
General
Include a SAP in the CSMP to monitor the effectiveness of WPC practices.
The SAP must comply with the Preparation Manual.
Assign trained personnel to collect water quality samples. Document their training in the
SAP.
Describe the following water quality sampling procedures in the SAP:
1. Sampling equipment
2. Sample preparation
3. Collection
4. Field measurement methods
5. Analytical methods
6. Quality assurance and quality control
7. Sample preservation and labeling
8. Collection documentation
9. Sample shipping
Book One San Benancio/State Route 68 Intersection Improvements 410
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???10. Chain of custody
11. Data management and reporting
12. Precautions from the construction site health and safety plan
13. Laboratory selection and certifications
Whenever assigned field personnel take samples, comply with the equipment manufacturer's
recommendation for collection, analysis methods, and equipment calibration.
Samples taken for laboratory analysis must follow water quality sampling procedures and be
analyzed by a State-certified laboratory under 40 CFR Part 136, Guidelines Establishing Test
Procedures for the Analysis of Pollutants."
The SAP must identify the State-certified laboratory, sample containers, preservation
requirements, holding times, and analysis method. For a list of State-certified laboratories go to:
http://www.cdph.ca.gov/certlic/labs/Pages/ELAP.aspx
Obtain, install, and maintain a rain gauge at the job site. Observe and record daily
precipitation. Document sample collection during precipitation.
You are not required to physically collect samples under the following conditions:
1. During dangerous weather conditions such as flooding or electrical storms
2. Outside of normal working hours
Retain water quality sampling documentation and analytical results with the SWPPP at the
job site.
Show pollutant sampling locations on SWPPP drawings.
If discharges or sampling locations change because of changed work activities or knowledge
of site conditions, amend the SAP.
If the job is risk level 2 or risk level 3, collect and analyze at least 3 samples for each day of
each qualifying rain event. Collect effluent samples at all locations where the storm water is
discharged off-site.
Analytical Results and Evaluation
Submit an electronic copy in file format xls, txt, csv, dbs, or mdb) and a printed copy of
water quality analytical results, and quality assurance and quality control within 48 hours of field
analysis sampling, and within 30 days for laboratory analysis. Also provide an evaluation of
whether the downstream samples show levels of the tested parameter that are higher than the
control sample.
Electronic water quality analysis results must have the following information:
1. Sample identification number
2. Contract number
3. Constituent
4. Reported value
5. Analytical method
6. Method detection limit
7. Reported limit
If downstream samples show increased levels, assess WPC practices, site conditions, and
surrounding influences to determine the probable cause for the increase.
Book One San Benancio/State Route 68 Intersection Improvements 411
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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CONSIDER-U012
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APPROPRIATE-U012
FINDINGS-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???SAP for Non-Visible Pollutants
The SAP must include a description of the sampling and analysis strategy for monitoring
non-visible pollutants.
The SAP must identify potential non-visible pollutants present at the job site associated with
any of the following:
1. Construction materials and waste
2. Existing contamination due to historical site usage
3. Application of soil amendments, including soil stabilization materials, with the potential
to change pH or contribute toxic pollutants to storm water
SWPPP drawings must show the locations planned for storage and use of potential non-
visible pollutants.
The SAP must include sampling procedures for the following conditions when observed
during a storm water visual inspection. For each of the following, collect at least one sample for
each qualifying storm event:
1. Materials or waste containing potential non-visible pollutants that are not stored under
watertight conditions,
2. Materials or waste containing potential non-visible pollutants that are stored under
watertight conditions, but a breach, leakage, malfunction, or spill is observed; the leak or
spill has not been cleaned up before precipitation; and material or waste could discharge
non-visible pollutants to surface waters or drainage system,
3. Chemical applications, including fertilizer, pesticide, herbicide, methyl methacrylate
concrete sealant, or non-pigmented curing compound used during precipitation or within
24 hours preceding precipitation, and could discharge pollutants to surface waters or
drainage system,
4. Applied soil amendments, including soil stabilization materials that could change pH
levels or contribute toxic pollutants to storm water runoff and discharge pollutants to
surface waters or drainage system, unless available independent test data indicates
acceptable concentrations of non-visible pollutants in the soil amendment,
5. Storm water runoff from an area contaminated by historical usage of the site that could
discharge pollutants to surface waters or drainage systems.
The SAP must provide sampling procedures and schedule for:
1. Sample collection during the first 2 hours of each rain event that generate runoff
2. Sample collection during normal working hours
3. Each non-visible pollutant source
4. Uncontaminated control sample.
The SAP must identify locations for sampling downstream and control samples, and reasons
for selecting those locations. Select control sample locations where the sample will not come in
contact with materials, waste, or areas associated with potential non-visible pollutants or
disturbed soil areas.
SAP for Sediment and Turbidity
If the job is risk level 2 or risk level 3, sample and analyze for turbidity:
Parameter Test Method Detection Unit
Limit Min)
Turbidity Field test with calibrated I NTU
portable instrument
Book One San Benancio/State Route 68 Intersection Improvements 412
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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AT-U012
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INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???If the job is risk level 3 and the turbidity NEL has been exceeded, sample and analyze for
SSC:
Parameter Test Method Detection
Limit Min) Unit
SSC ASTM Method D3977-97 5 Mg/L
SAP for pH
If the job is risk level 2 or risk level 3, sample and analyze for pH:
Parameter Test Method Detection Unit
Limit Min)
pH Field test with calibrated 0.2 pH units
portable instrument
Receiving Water Sampling
If the job is risk level 3, obtain samples from representative and accessible locations:
1. Upstream of the discharge point
2. Downstream of the discharge point
Show receiving water sampling locations on SWPPP drawings.
If there are several discharge points, obtain samples from a single upstream and a single
downstream location.
Rain Event Action Plan REAP)
The WPC Manager must submit a REAP to protect the job site at least 48 hours before a
predicted rain event.
Prepare a REAP when National Weather Service is predicting at least a 50 percent
probability of precipitation within 72 hours.
For the REAP, use approved forms and include:
1. Site location
2. Risk level
3. Contact information including 24-hour emergency phone numbers for:
3.1. WPC Manager
3.2. Erosion and sediment control providers or subcontractors
3.3. Storm water sampling providers or subcontractors
4. Storm Information
5. Construction phase information for:
5.1. Highway Construction including active and inactive areas for work activities for
building roads and structures
5.2. Plant Establishment including maintenance on vegetation installed for final
stabilization where areas are inactive
5.3. Suspension where work activities are suspended and areas are inactive
6. Construction phase information including:
6.1. Construction activities
6.2. Subcontractors and trades on the job site
6.3. Pre-storm activities including:
6.3.1. Responsibilities of the WPC Manager
6.3.2. Responsibilities of the crew and crew size
6.3.3. Stabilization for active and inactive disturbed soil areas
Book One San Benancio/State Route 68 Intersection Improvements 413
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???6.3.4. Stockpile management
6.3.5. Corrective actions taken for deficiencies identified during pre-storm visual
inspection
6.4. Activities to be performed during storm events including:
6.4.1. Responsibilities of the WPC Manager
6.4.2. Responsibilities of the crew and crew size
6.4.3. BMP maintenance and repair
6.5. Description of flood contingency measures
You must have the REAP onsite at least 24 hours before a predicted rain event. A printed
copy of each REAP must be at the job site as part of the SWPPP.
Implement the REAP including mobilizing crews to complete activities no later than 24
hours before precipitation occurs.
IMPLEMENTATION REQUIREMENTS
Monitor the National Weather Service Forecast Office on a daily basis. For forecasts, go to:
http://www.srh.noaa.gov/forecast
Whenever you or the Engineer identifies a deficiency in the implementation of the accepted
SWPPP:
1. Correct the deficiency immediately, unless the Engineer authorizes an agreed date for
correction
2. Correct the deficiency before precipitation occurs
If you fail to correct the deficiency by the agreed date or before the onset of precipitation, the
Department may correct the deficiency and deduct the cost of correcting the deficiency from
payment.
Continue SWPPP implementation during any temporary suspension of work activities.
Install WPC practices within 15 days or before predicted precipitation, whichever occurs
first.
Numeric Action Levels NALs)
If the job is risk level 2 or risk level 3, then it is subject to NALs:
Parameter Test Method Detection
Limit Min) Unit Numeric Action Level
pH Field test with calibrated 0.2 pH units Lower NAL 6.5
portable instrument Upper NAL 8.5
Turbidity Field test with calibrated 1 NTU 250 NTU
portable instrument
Numeric Effluent Limits NELs)
If the job is risk level 3, then it is subject to NELs:
Parameter Test Method Detection
Limit Min) Unit Numeric Effluent Limit
pH Field test with calibrated 0.2 pH units Lower NEL 6.0
portable instrument Upper NEL 9.0
Turbidity Field test with calibrated 1 NTU 500 NTU
portable instrument
Book One San Benancio/State Route 68 Intersection Improvements 414
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The storm event daily average for storms up to the 5-year, 24-hour storm, must not exceed
the NEL for turbidity.
The daily average sampling results must not exceed the NEL for pH.
Inspection
The WPC Manager must oversee inspections for WPC practices identified in the SWPPP:
1. Before a forecasted storm
2. After precipitation that causes site runoff
3. At 24-hour intervals during extended precipitation
4. On a predetermined schedule, a minimum of once a week
The WPC Manager must oversee daily inspections of-
1 Storage areas for hazardous materials and waste
2. Hazardous waste disposal and transporting activities
3. Hazardous material delivery and storage activities
4. WPC practices specified under Construction Site Management" of these Special
Provisions
The WPC Manager must use the Storm Water Site Inspection Report provided in the
Preparation Manual.
The WPC Manager must prepare BMP status reports that include the following:
1. Location and quantity of installed WPC practices
2. Location and quantity of disturbed soil for the active or inactive areas
Within 24 hours of finishing the weekly inspection, the WPC Manager must submit:
1. Copy of the completed site inspection report
2. Copy of the BMP status report
REPORTING REQUIREMENTS
Storm Water Annual Report
The WPC Manager must prepare a Storm Water Annual Report. The report must:
1. Use an approved report format
2. Include project information including description and location
3. Include storm water monitoring information including:
3.1. Summary and evaluation of sampling and analysis results including laboratory
reports
3.2. Analytical methods, reporting units, detections limits for analytical parameters
3.3. Summary of corrective actions
3.4. Identification of corrective actions or compliance activities that were not
implemented
3.5. Summary of violations
3.6. Names of individuals performing storm water inspections and sampling
3.7. Logistical information for inspections and sampling including location, date, time,
and precipitation
3.8. Visual observations and sample collection records
4. Include documentation on training for:
4.1. Individuals responsible for NPDES permit compliance
4.2. Individuals responsible for BMP installation, inspection, maintenance, and repair
4.3. Individuals responsible for preparing, revising, and amending the SWPPP
Book One San Benancio/State Route 68 Intersection Improvements 415
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
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A-U07
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7/19/2010-U011
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C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
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IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???NAL Exceedance Report
If the job is risk level 2 or risk level 3 and an effluent sample exceeds a NAL, notify the
Engineer and submit a NAL Exceedance Report no later than 48 hours after the conclusion of the
storm event. The report must:
1. Include the following field sampling results and inspections:
1.1. Analytical methods, reporting units, and detection limits
1.2. Date, location, time of sampling, visual observation and measurements
1.3. Quantity of precipitation of the storm event
2. Description of BMPs and corrective actions taken to manage NAL exceedance
NEL Violation Report
If the job is risk level 3 and an NEL is exceeded, notify the Engineer and submit a NEL
Violation Report within 6 hours. The report must:
1. Include the following field sampling results and inspections:
1.1. Analytical methods, reporting units, and detection limits
1.2. Date, location, time of sampling, visual observations and measurements
1.3. Quantity of precipitation of the storm event
2. Description of BMPs and corrective actions taken to manage NEL exceedance
If the job is risk level 2 or risk level 3, submit all sampling results to the Engineer no later
than 48 hours after the conclusion of a storm event.
PAYMENT
The contract lump sum price paid for prepare storm water pollution prevention plan includes
full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for
doing all the work involved in preparing, obtaining acceptance of, and amending the SWPPP and
CSMP, inspecting water pollution control practices, as specified in the Standard Specifications
and these Special Provisions, and as directed by the Engineer.
For projects with 60 working days or less, payments for SWPPP are made as follows:
1. After the Engineer accepts the SWPPP, the Department includes up to 75 percent of the
bid item price in the monthly progress estimate
2. After contract acceptance, the Department pays for the remaining percentage of the bid
item price
For projects with more than 60 working days, payments for SWPPP are made as follows:
1. After the Engineer accepts the SWPPP, the Department includes up to 50 percent of the
bid item price in the monthly progress estimate
2. The Department pays 40 percent of the bid item price over the life of the contract
3. After contract acceptance, the Department pays for the remaining 10 percent of the bid
item
The Department pays $500 for each Rain Event Action Plan submitted. The contract unit
price paid for Rain Event Action Plan includes full compensation for furnishing all labor,
materials, tools, equipment, and incidentals and for doing all the work involved in preparation
and submittal of REAP forms, and monitoring weather forecasts as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer.
The Department does not adjust payment for an increase or decrease in the quantity of rain
event action plans submitted. Section 4-1.03B, Increased or Decreased Quantities," of the
Standard Specifications does not apply.
Book One San Benancio/State Route 68 Intersection Improvements 416
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The Department pays $2,000 for each Storm Water Annual Report submitted. The contract
unit price paid for Storm Water Annual Report includes full compensation for doing all the work
involved in submitting the completed Storm Water Annual Report.
The Department does not adjust payment for an increase or decrease in the quantity of storm
water annual reports submitted. Section 4-1.03B, Increased or Decreased Quantities," of the
Standard Specifications does not apply.
The work to complete the final Storm Water Annual Report contract item is excluded from
Section 7-1.17, Acceptance of Contract," of the Standard Specifications.
The contract unit price paid for storm water sampling and analysis day includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing
all the work involved in preparation, collection, analysis, and reporting of storm water samples
per qualifying rain event as specified in the Standard Specifications and these Special Provisions,
and as directed by the Engineer.
The Department does not adjust payment for an increase or decrease in the quantity of storm
water sampling and analysis. Section 4-1.03B, Increased or Decreased Quantities," of the
Standard Specifications does not apply.
You may request or the Engineer may order laboratory analysis of storm water samples.
Laboratory analysis of storm water samples will be paid for as extra work under Section 4-
1.03D, Extra Work," of the Standard Specifications.
The Department does not pay for the preparation, collection, laboratory analysis, and
reporting of storm water samples for non-visible pollutants if WPC practices are not
implemented before precipitation or if a failure of a WPC practice is not corrected before
precipitation.
The Department does not pay for implementation of WPC practices in areas outside the
highway right-of-way not specifically provided for in the drawings or in the Special Provisions.
The Department does not pay for WPC practices installed at your construction support
facilities.
WPC practices for which there are separate bid items of work are measured and paid for as
those bid items of work.
For each failure to submit a completed Storm Water Annual Report, the Department
withholds $10,000. This withhold is in addition to other withholds under Section 9-1.07E(3)
Performance Failure Withholds," of the Standard Specifications.
Each failure to comply with any part of these Special Provisions and each failure to
implement water pollution control practices are considered separate performance failures.
10-1.03 CONSTRUCTION SITE MANAGEMENT
GENERAL
Summary
This work includes controlling potential sources of water pollution before they come in
contact with storm water systems or watercourses.
Control material pollution and manage waste and non-stormwater at the job site by
implementing effective handling, storage, use, and disposal practices.
For information on documents specified in these Special Provisions, refer to the Department's
Preparation Manual, Dewatering Guide, and BMP Manual.
Preparation Manual, Dewatering Guide, and BMP Manual are available from the
Department's Construction Storm Water and Water Pollution Control web site at:
http://www.dot.ca.gov/hq/construc/stonnwater/stormwaterl.htm
Book One San Benancio/State Route 68 Intersection Improvements 417
CONTRACT NO. 10- 11 1 065
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300-PUBLIC-U08
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7/19/2010-U011
ROUTE-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
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OF-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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BIB]
40444-U01
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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40453-U01
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7/19/2010-U011
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ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Definitions and Abbreviations
active and inactive areas: 1) Active areas have soil disturbing work activities occurring at
least once within 14 days, and 2) Inactive areas are areas that have not been disturbed for
at least 15 days.
BMP Manual: The Department's Construction Site Best Management Practices BMP)
Manual.
CDPH: California Department of Public Health
Dewatering Guide: The Department's Field Guide to Construction Site Dewatering.
ELAP: Environmental Laboratory Accreditation Program
minor spills: Small quantities of oil, gasoline, paint, or other material that are small enough
to be controlled by a first responder upon discovery of the spill.
MSDS: Material Safety Data Sheet
Preparation Manual: The Department's Storm Water Pollution Prevention Plan SWPPP)
and Water Pollution Control Program WPCP) Preparation Manual.
semi-significant spills: Spills that can be controlled by a first responder with help from other
personnel.
significant or hazardous spills: Spills that cannot be controlled by construction personnel.
WPC: Water Pollution Control
WPC Manager: Water Pollution Control Manager as defined under Water Pollution
Control" of these Special Provisions.
Submittals
Submit the following:
1. MSDS at least 5 days before material is used or stored
2. Monthly inventory records for material used or stored
3. Copy of written approval to discharge into a sanitary sewer system at least 5 days before
beginning discharge activities
Quality Control and Assurance
Not Used
MATERIALS
Not Used
CONSTRUCTION
Spill Prevention and Control
Implement spill and leak prevention procedures for chemicals and hazardous substances
stored at the job site. If you spill or leak chemicals or hazardous substances at the job site, you
are responsible for all associated cleanup costs and related liability.
As soon as it is safe, contain and clean up spills of petroleum products, sanitary and septic
waste substances listed under CFR Title 40, Parts 110, 117, and 302.
Minor Spills
Clean up minor spills using the following procedures:
1. Contain the spread of the spill
2. Recover the spilled material by absorption
3. Clean the contaminated area
4. Dispose of the contaminated material promptly and properly
Book One San Benancio/State Route 68 Intersection Improvements 418
CONTRACT NO. 10- 11 1065
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JANUARY-U012
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JANUARY-U012
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2011,-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Semi-significant Spills
Clean up semi-significant spills immediately by the following procedures:
1. Contain the spread of the spill
2. Recover the spilled material using absorption whenever a spill occurs on a paved surface
or an impermeable surface
3. Contain the spill with an earthen dike and dig up the contaminated soil for disposal
whenever a spill occurs on soil
4. If the spill occurs during precipitation, cover the spill with plastic or other material to
prevent contaminated runoff
5. Dispose of the contaminated material promptly and properly
Significant or Hazardous Spills
Immediately notify qualified personnel of significant or hazardous spills. Do not let
construction personnel attempt to clean up the spill until qualified staff has arrived. Do the
following:
1. Notify the Engineer and follow up with a written report
2. Obtain the services of a spills contractor or hazardous material team immediately
3. Notify the local emergency response team by dialing 911 and county officials at the
emergency phone numbers kept at the job site
4. Notify the Governor's Office of Emergency Services Warning Center at 805) 852-7550
5. Notify the National Response Center at 800) 424-8802 regarding spills of Federal
reportable quantities under CFR Title 40, Parts 110, 119, and 302
6. Notify other agencies as appropriate, including:
6.1. Fire Department
6.2. Public Works Department
6.3. Coast Guard
6.4. Highway Patrol
6.5. City Police or County Sheriff Department
6.6. Department of Toxic Substances
6.7. California Division of Oil and Gas
6.8. Cal OSHA
6.9. Regional Water Resources Control Board
Report minor, semi-significant, and significant spills to the WPC Manager. The WPC
Manager must notify the Engineer immediately. The WPC Manager must oversee and enforce
proper spill prevention and control measures.
Prevent spills from entering storm water runoff before and during cleanup. Do not bury
spills or wash spills with water.
Keep material or waste storage areas clean, well organized, and equipped with enough
cleanup supplies for the material being stored.
Material Management
General
Material must be delivered, used, and stored for this job in a way that minimizes or
eliminates discharge of material into the air, storm drain systems, and watercourses.
Implement the practices described under Material Management" of these Special Provisions
while taking delivery of, using, or storing any of the following materials:
1. Hazardous chemicals including acids, lime, glues, adhesives, paints, solvents, and curing
compounds
2. Soil stabilizers and binders
Book One San Benancio/State Route 68 Intersection Improvements 419
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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RIVASR-U04
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MEASURES;-U012
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CONSIDER-U012
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A-U012
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C.-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
D.-U012
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OF-U012
PUBLIC-U012
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E.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
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BY-U012
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MEASURES;-U012
B.-U012
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C.-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
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8/4/2010-U04
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CONDUCT-U07
A-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
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7/19/2010-U011
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A-U012
RESOLUTION-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???3. Fertilizers
4. Detergents
5. Plaster
6. Petroleum materials including fuel, oil, and grease
7. Asphalt components and concrete components
8. Pesticides and herbicides
Employees trained in emergency spill cleanup procedures must be present during the
unloading of hazardous materials or chemicals.
If practicable, use less hazardous materials.
Material Storage
Use the following material storage procedures:
1. Store liquids, petroleum materials, and substances listed in CFR Title 40, Parts 110, 117,
and 302 as specified by the Department, and place them in secondary containment
facilities.
2. Secondary containment facilities must be impervious to the materials stored there for a
minimum contact time of 72 hours.
3. Cover secondary containment facilities during non-working days and when precipitation
is predicted. Secondary containment facilities must be adequately ventilated.
4. Keep secondary containment facility free of accumulated rainwater or spills. After
precipitation, or in the event of spills or leaks, collect accumulated liquid and place into
drums within 24 hours. Handle these liquids as hazardous waste under Hazardous
Waste" of these Special Provisions unless testing determines them to be non-hazardous.
5. Do not store incompatible materials, such as chlorine and ammonia, in the same
secondary containment facility.
6. Store materials in the original containers with the original material labels maintained in
legible condition. Replace damaged or illegible labels immediately.
7. Secondary containment facilities must have the capacity to contain precipitation from a
24-hour-long, 25-year storm, and 10 percent of the aggregate volume of all containers, or
entire volume of the largest container within the facility, whichever is greater.
8. Store bagged or boxed material on pallets. Protect bagged or boxed material from wind
and rain during non-working days and while precipitation is predicted.
9. Provide sufficient separation between stored containers to allow for spill cleanup or
emergency response access. Storage areas must be kept clean, well organized, and
equipped with cleanup supplies appropriate for the materials being stored.
10. Repair or replace perimeter controls, containment structures, covers, and liners as
necessary. Inspect storage areas before and after precipitation, and at least weekly during
other times.
Stockpile Management
Use the following stockpile management procedures:
1. Reduce or eliminate potential water pollution from stockpiled material including soil,
paving material, and pressure treated wood.
2. Locate stockpiles:
2.1. If within the floodplain, at least 100 feet from concentrated flows of storm water,
drainage courses, and inlets unless approved
2.2. If outside the floodplain, at least 50 feet from concentrated flows of storm water,
drainage courses, and inlets unless approved
Book One San Benancio/State Route 68 Intersection Improvements 420
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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E.-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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PASSAGE-U012
OF-U012
STATE-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
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DO94108-U03
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TO-U07
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7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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OR-U012
MORE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
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MONITORING-U012
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PROGRAM-U012
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17,-U012
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2011,-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Install WPC practices within 15 days or before predicted precipitation, whichever occurs
first.
Active and inactive soil stockpiles must be:
1. Covered with soil stabilization measures, plastic sheeting, or geosynthetic fabric
2. Surrounded with a linear sediment barrier
Portland cement concrete rubble, AC, HMA, AC and HMA rubble, aggregate base or
aggregate sub-base stockpiles must be:
1. Covered with plastic sheeting, or geosynthetic fabric
2. Surrounded with a linear sediment barrier
Pressure treated wood stockpiles must be:
1. Placed on pallets
2. Covered with impermeable material
Cold mix asphalt concrete stockpiles must be:
1. Placed on impervious surface
2. Covered with impermeable material
3. Protected from run-on and runoff
Control wind erosion year round under Section 10, Dust Control" of the Standard
Specifications.
Repair or replace linear sediment barriers and covers as needed to keep them functioning
properly. If sediment accumulates to 1/3 of the linear sediment barrier height, remove the
sediment.
Waste Management
Solid Waste
Do not allow litter or debris to accumulate anywhere at the job site, including storm drain
grates, trash racks, and ditch lines. Pick up and remove trash and debris from the job site at least
once a week. The WPC Manager must monitor solid waste storage and disposal procedures at
the job site.
If practicable, recycle non-hazardous job site waste and excess material. If recycling is not
practicable, disposal must comply with Section 7-1.13, Disposal of Material Outside the
Highway Right of Way" of the Standard Specifications.
Furnish enough closed-lid dumpsters of sufficient size to contain any solid waste generated
by work activities. When the refuse reaches the fill line, empty the dumpsters. Dumpsters must
be watertight. Do not wash out dumpsters at the job site. Furnish additional containers and pick
up dumpsters more frequent during the demolition phase of construction.
Solid waste includes:
1. Brick
2. Mortar
3. Timber
4. Metal scraps
5. Sawdust
6. Pipe
7. Electrical cuttings
8. Non-hazardous equipment parts
9. Styrofoam and other packaging materials
10. Vegetative material and plant containers from highway planting
Book One San Benancio/State Route 68 Intersection Improvements 421
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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C.-U012
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APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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SAN-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???11. Litter and smoking material, including litter generated randomly by the public
12. Other trash and debris
Furnish and use trash receptacles at the job site yard, field trailers, and locations where
workers gather for lunch and breaks.
Hazardous Waste
Use hazardous waste management practices if waste is generated at the job site from the
following substances:
1. Petroleum products
2. Asphalt products
3. Concrete curing compound
4. Pesticides
5. Acids
6. Paints
7. Stains
8. Solvents
9. Wood preservatives and treated posts
10. Roofing tar
11. Road flares
12. Lime
13. Glues and adhesives
14. Materials classified as hazardous by California Code of Regulations, Title 22, Division
4.5; or listed in CFR Title 40, Parts 110, 117, 261, or 302
The WPC Manager must oversee and enforce hazardous waste management practices.
Minimize the production of hazardous materials and hazardous waste at the job site. If damaged,
repair or replace perimeter controls, containment structures, and covers.
If hazardous material levels are unknown, use a laboratory certified by ELAP under CDPH to
sample and test waste to determine safe methods for storage and disposal.
Separate potentially hazardous waste from non-hazardous waste at the job site. Hazardous
waste must be handled, stored, and disposed of under California Code of Regulations, Title 22,
Division 4.5, Section 66262.34; and in CFR Title 49, Parts 261, 262, and 263.
Store hazardous waste in sealed containers constructed and labeled with the contents and date
accumulated under California Code of Regulations, Title 22, Division 4.5; and in CFR Title 49,
Parts 172, 173, 178, and 179. Keep hazardous waste containers in temporary containment
facilities under Material Storage" of these Special Provisions.
Furnish containers with adequate storage volume at convenient locations for hazardous waste
collection. Do not overfill hazardous waste containers. Do not mix hazardous waste. Do not
allow potentially hazardous waste to accumulate on the ground. Store containers of dry waste
that are not watertight on pallets. Store hazardous waste away from storm drains, watercourses,
moving vehicles, and equipment.
Clean water based or oil based paint from brushes or equipment within a contained area and
in a way that does not contaminate soil, watercourses, and storm drain systems. Handle and
dispose of the following as hazardous waste: paints, thinners, solvents, residues, and sludge that
cannot be recycled or reused. When thoroughly dry, dispose of the following as solid waste: dry,
latex paint and paint cans, used brushes, rags, absorbent materials, and drop cloths.
Dispose of hazardous waste within 90 days of being generated. Use a licensed hazardous
waste transporter to take hazardous waste to a Class I Disposal Site. Submit a copy of uniform
hazardous waste manifest forms within 24 hours of transporting hazardous waste.
Book One San Benancio/State Route 68 Intersection Improvements 422
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???The WPC Manager must inspect the following daily:
1. Storage areas for hazardous materials and waste
2. Hazardous waste disposal and transporting activities
3. Hazardous material delivery and storage activities
Contaminated Soil
Identify contaminated soil from spills or leaks by noticing discoloration, odors, or differences
in soil properties. Soil with evidence of contamination must be sampled and tested by a
laboratory certified by ELAP.
If levels of contamination are found to be hazardous, handle and dispose of the soil as
hazardous waste.
Prevent the flow of water, including ground water, from mixing with contaminated soil by
using one or a combination of the following measures:
1. Berms
2. Cofferdams
3. Grout curtains
4. Freeze walls
5. Concrete seal course
If water mixes with contaminated soil and becomes contaminated, sample and test the water
using a laboratory certified by ELAP. If levels of contamination are found to be hazardous,
handle and dispose of the water as hazardous waste.
Concrete Waste
Use practices that will prevent the discharge of portland cement concrete, AC, or HMA waste
into storm drain systems or watercourses.
Collect and dispose of portland cement concrete, AC, or HMA waste at locations where:
1. Concrete material, including grout, is used
2. Concrete dust and debris result from demolition
3. Sawcutting, coring, grinding, grooving, or hydro-concrete demolition of portland cement
concrete, AC, or HMA creates a residue or slurry
4. Concrete truck or other concrete-coated equipment is cleaned at the job site
Sanitary and Septic Waste
Do not bury or discharge wastewater from sanitary or septic systems within Department
right-of-way. The WPC Manager must inspect sanitary or septic waste storage and monitor
disposal procedures at least weekly. Sanitary facilities that discharge to the sanitary sewer
system must be properly connected and free from leaks. Place sanitary facilities at least 50 feet
away from storm drains, watercourses, and flow lines.
Obtain written approval from the local health agency, city, county, and sewer district before
discharging from a sanitary or septic system directly into a sanitary sewer system, and submit a
copy to the Engineer. Comply with local health agency provisions while using an on-site
disposal system.
Liquid Waste
Use practices that will prevent job site liquid waste from entering storm drain systems or
watercourses. Liquid waste includes the following:
1. Drilling slurries or fluids
2. Grease-free or oil-free wastewater or rinse water
Book One San Benancio/State Route 68 Intersection Improvements 423
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
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U02
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2011-U012
JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
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CONTRACT-U02
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FO21330-U03
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MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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15366-U05
3-U06
A.-U07
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MORE-U012
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MEASURES;-U012
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CONSIDER-U012
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REPORTING-U012
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ROUTE-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???3. Dredgings, including liquid waste from drainage system cleaning
4. Liquid waste running off a surface including wash or rinse water
5. Other non-stormwater liquids not covered by separate permits
Hold liquid waste in structurally sound, leak proof containers such as:
1. Roll-off bins
2. Portable tanks
Liquid waste containers must be of sufficient quantity and volume to prevent overflow, spills
and leaks.
Store containers:
1. At least 50 feet from moving vehicles and equipment
2. If within the floodplain, at least 100 feet from concentrated flows of storm water,
drainage courses, watercourses, and storm drain inlets unless approved
3. If outside the floodplain, at least 50 feet from concentrated flows of storm water, drainage
courses, watercourses, and storm drain inlets unless approved
Remove and dispose of deposited solids from sediment traps under Solid Waste" of these
Special Provisions unless the Engineer approves another method.
Liquid waste may require testing to determine hazardous material content before disposal.
Drilling fluids and residue must be disposed of outside the highway right-of-way.
If an approved location is available within the job site, fluids and residue exempt under
California Code of Regulations, Title 23, Section 2511(g) may be dried by evaporation in a leak
proof container. Dispose of remaining solid waste under Solid Waste" of these Special
Provisions.
Non-Storm Water Management
Water Control and Conservation
Manage water used for work activities to prevent erosion or discharge of pollutants into
storm drain systems or watercourses. Obtain approval before washing anything at the job site
with water that could discharge into a storm drain system or watercourse. Report discharges
immediately.
If water is used at the job site, implement water conservation practices. Inspect irrigation
areas. Adjust watering schedules to prevent erosion, excess watering, or runoff. Shut off water
source to broken lines, sprinklers, or valves, and repair breaks within 24 hours. If possible, reuse
water from waterline flushing for landscape irrigation. Sweep and vacuum paved areas; do not
wash them with water.
Direct job site water runoff, including water from water line repair, to areas where it can
infiltrate into the ground and not enter storm drain systems or watercourses. Do not allow spilled
water to escape water truck filling areas. If possible, direct water from off-site sources around
the job site. Minimize the contact of off-site water with job site water.
Illegal Connection and Discharge Detection and Reporting
Inspect the job site and the site perimeter before starting work for evidence of illegal
connections, discharges, or dumping. After starting work, inspect the job site and perimeter on a
daily schedule.
Whenever illegal connections, discharges, or dumping are discovered, notify the Engineer
immediately. Take no further action unless ordered by the Engineer. Assume unlabeled or
unidentifiable material is hazardous.
Look for the following evidence of illegal connections, discharges, or dumping:
Book One San Benancio/State Route 68 Intersection Improvements 424
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
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AT-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1. Debris or trash piles
2. Staining or discoloration on pavement or soils
3. Pungent odors coming from drainage systems
4. Discoloration or oily sheen on water
5. Stains or residue in ditches, channels or drain boxes
6. Abnormal water flow during dry weather
7. Excessive sediment deposits
8. Nonstandard drainage junction structures
9. Broken concrete or other disturbances near junction structures
Vehicle and Equipment Cleaning
Limit vehicle and equipment cleaning or washing at the job site except what is necessary to
control vehicle tracking or hazardous waste. Notify the Engineer before cleaning vehicles and
equipment at the job site with soap, solvents, or steam. Contain and recycle or dispose of
resulting waste under Liquid Waste" or Hazardous Waste" of these Special Provisions,
whichever is applicable. Do not use diesel to clean vehicles or equipment, and minimize the use
of solvents.
Clean or wash vehicles and equipment in a structure equipped with disposal facilities. If
using a structure is not possible, clean or wash vehicles and equipment in an outside area. The
outside area must be:
1. Paved with AC, HMA, or concrete paving
2. Surrounded by a containment berm
3. Equipped with a sump to collect and dispose of wash water
4. If within the floodplain, located at least 100 feet from concentrated flows of storm water,
drainage courses, watercourses, and storm drain inlets unless approved
5. If outside the floodplain, located at least 50 feet from concentrated flows of storm water,
drainage courses, watercourses, and storm drain inlets unless approved
When washing vehicles or equipment with water, use as little water as possible. Hoses must
be equipped with a positive shutoff valve.
Discharge liquid from wash racks to a recycle system or to another approved system.
Remove liquids and sediment as necessary.
The WPC Manager must inspect vehicle and equipment cleaning facilities:
1. Daily if vehicle and equipment cleaning occurs daily
2. Weekly if vehicle and equipment cleaning does not occur daily
Vehicle and Equipment Fueling and Maintenance
If practicable, perform maintenance on vehicles and equipment off the job site.
If fueling or maintenance must be done at the job site, designate a site, or sites, and obtain
approval before using. Minimize mobile fueling or maintenance.
If vehicle and equipment fueling and maintenance must be done at the job site, areas for the
following activities must be:
1. On level ground
2. Protected from storm water run-on
3. If within the floodplain, located at least 100 feet from concentrated flows of storm water,
drainage courses, watercourses, and storm drain inlets unless approved
4. If outside the floodplain, located at least 50 feet from concentrated flows of storm water,
drainage courses, watercourses, and storm drain inlets unless approved
Book One San Benancio/State Route 68 Intersection Improvements 425
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Use containment berms or dikes around the fueling and maintenance area. Keep adequate
quantities of absorbent spill cleanup material and spill kits in the fueling and maintenance area
and on fueling trucks. Dispose of spill cleanup material and kits immediately after use. Use drip
pans or absorbent pads during fueling or maintenance.
Fueling or maintenance activities must not be left unattended. Fueling nozzles must be
equipped with an automatic shutoff control. Vapor recovery fueling nozzles must be used where
required by the Air Quality Management District. When not in use, nozzles must be secured
upright. Do not top-off fuel tanks.
Recycle or properly dispose of used batteries and tires.
The WPC Manager must inspect vehicle and equipment maintenance and fueling areas:
1. Daily when vehicle and equipment maintenance and fueling occur daily
2. Weekly when vehicle and equipment maintenance and fueling do not occur daily
The WPC Manager must inspect vehicles and equipment at the job site for leaks and spills on
a daily schedule. Operators must inspect vehicles and equipment each day of use.
If leaks cannot be repaired immediately, remove the vehicle or equipment from the job site.
Material and Equipment Used Over Water
Place drip pans and absorbent pads under vehicles or equipment used over water. Keep an
adequate supply of spill cleanup material with the vehicle or equipment. If the vehicle or
equipment will be idle for more than one hour, place drip pans or plastic sheeting under the
vehicle or equipment on docks, barges, or other surfaces over water.
Furnish watertight curbs or toe boards on barges, platforms, docks, or other surfaces over
water to contain material, debris, and tools. Secure material to prevent spills or discharge into
water due to wind.
Structure Removal Over or Adjacent to Water
Do not allow demolished material to enter storm water systems or watercourses. Use
approved covers and platforms to collect debris. Use attachments on equipment to catch debris
on small demolition activities. Empty debris catching devices daily and handle debris under
Waste Management" of these Special Provisions.
The WPC Manager must inspect demolition sites within 50 feet of storm water systems or
watercourses daily.
Paving, Sealing, Sawcutting, Grooving, and Grinding Activities
Prevent the following materials from entering storm drain systems or water courses:
1. Cementitious material
2.
3.
4.
5.
6.
7.
Asphaltic material
Aggregate or screenings
Grinding grooving, or sawcutting residue
Pavement chunks
Shoulder backing
Methacrylate
Cover drainage inlets and use linear sediment barriers to protect downhill watercourses until
paving, sealing, sawcutting, grooving, or grinding activities are completed and excess material
has been removed. Cover drainage inlets and manholes during the application of seal coat, tack
coat, slurry seal, or fog seal.
If precipitation is predicted, limit paving, sawcutting, and grinding to places where runoff can
be captured.
Book One San Benancio/State Route 68 Intersection Improvements 426
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Do not start seal coat, tack coat, slurry seal, or fog seal activities if precipitation is predicted
during the application or curing period. Do not excavate material from existing roadways during
precipitation.
Use a vacuum to remove slurry immediately after slurry is produced. Do not allow slurry to
run onto lanes open to traffic or off the pavement.
Collect residue from portland cement concrete grinding and grooving activities with a
vacuum attachment on the grinding machine. Do not leave any residue on the pavement or allow
the residue to flow across the pavement.
If approved, material excavated from existing roadways may be stockpiled under Stockpile
Management" of these Special Provisions.
Do not coat asphalt trucks and equipment with substances that contain soap, foaming agents,
or toxic chemicals.
When paving equipment is not in use, park over drip pans or plastic sheeting with absorbent
material to catch drips.
Thermoplastic Striping and Pavement Markers
Thermoplastic striping and preheating equipment shutoff valves must work properly at all
times. Do not preheat, transfer, or load thermoplastic within 50 feet of drainage inlets or
watercourses. Do not fill a preheating container above a level that is 6 inches below the top.
Truck beds must be cleaned daily of scraps or melted thermoplastic.
Do not unload, transfer, or load bituminous material for pavement markers within 50 feet of
drainage inlets or watercourses. Release all pressure from a melting tank before removing the lid
to fill or service. Do not fill a melting tank above a level that is 6 inches below the top.
Collect bituminous material from the roadway after marker removal.
Pile Driving
Keep spill kits and cleanup material at pile driving locations. Pile driving equipment must be
parked over drip pans, absorbent pads, or plastic sheeting with absorbent material. If
precipitation is predicted, protect pile driving equipment by parking on plywood and covering
with plastic.
Store pile driving equipment when not in use. Stored pile driving equipment must be:
1. Kept on level ground
2. Protected from storm water run-on
3. If within the floodplain, at least 100 feet from concentrated flows of storm water,
drainage courses, watercourses, and storm drain inlets unless approved
4. If outside the floodplain, at least 50 feet from concentrated flows of storm water, drainage
courses, watercourses, and storm drain inlets unless approved
If practicable, use vegetable oil instead of hydraulic fluid.
The WPC Manager must inspect the pile driving area for leaks and spills:
1. Daily when pile driving occurs daily
2. Weekly when pile driving does not occur daily
Concrete Curing
Do not overspray chemical curing compound. Minimize the drift by spraying as close to the
concrete as possible. Cover drainage inlets before applying the curing compound.
Minimize the use and discharge of water by using wet blankets or similar methods to
maintain moisture while curing concrete.
Book One San Benancio/State Route 68 Intersection Improvements 427
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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PROGRAM-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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C.-U012
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PROVISIONS-U012
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ROAD-U012
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STATE-U012
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NO.-U012
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CONSIDER-U012
AUTHORIZING-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
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PROGRAM-U012
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05-0H8220,-U012
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AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Concrete Finishing
Collect and dispose of water and solid waste from high-pressure water blasting. Cover
drainage inlets within 50 feet before sandblasting. Minimize drift of dust and blast material by
keeping the nozzle close to the surface of the concrete. The blast residue may contain hazardous
material.
Inspect concrete finishing containment structures for damage before each day of use and
before predicted precipitation. Remove liquid and solid waste from containment structures after
each work shift.
Sweeping
Sweeping must be done using hand or mechanical methods such as vacuuming.
Monitor paved areas and roadways within the job site for sediment and debris generating
activities such as:
1. Clearing and grubbing
2. Earthwork
3. Trenching
4. Roadway structural section work
5. Vehicles entering and leaving the job site
6. Soil disturbing work
7. Work that causes offsite tracking of material
If sediment or debris is observed, perform sweeping:
1. Within:
1.1. 8 hours of predicted rain
1.2. 24 hours unless the Engineer approves a longer period
2. On paved roads at job site entrances and exit locations
3. On paved areas within the job site that flow to storm drains or receiving waters
You may stockpile collected material at the job site. Remove collected material including
sediment from paved shoulders, drain inlets, curbs and dikes, and other drainage areas. If
stockpiled, dispose of collected material at least once per week.
You may dispose of sediment within the job site that you collected during sweeping
activities. Protect disposal areas against erosion.
Remove and dispose of trash collected during sweeping under Section 7-1.13, Disposal of
Material Outside the Highway Right of Way" of the Standard Specifications.
Dewatering
Dewatering consists of discharging accumulated storm water, ground water, or surface water
from excavations or temporary containment facilities.
If dewatering and discharging activities are specified under a work item such as Temporary
Active Treatment System" or Dewatering and Discharge," perform dewatering work as
specified in the section involved.
If dewatering and discharging activities are not specified under a work item and you will be
performing dewatering activities, you must:
1. Submit a Dewatering and Discharge Plan under Section 5-1.02, Plans and Working
Drawings," of the Standard Specifications and Water Pollution Control" of these Special
Provisions at least 10 days before starting dewatering activities. The Dewatering and
Discharge Plan must include:
1.1. Title sheet and table of contents
Book One San Benancio/State Route 68 Intersection Improvements 428
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
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STATE-U012
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68-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
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C.-U012
CONSIDER-U012
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STATE-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1.2. Description of dewatering and discharge activities detailing locations, quantity of
water, equipment, and discharge points
1.3. Estimated schedule for dewatering and discharge start and end dates, intermittent
or continuous)
1.4. Discharge alternatives such as dust control or percolation
1.5. Visual monitoring procedures with inspection log
2. Conduct dewatering activities under the Departments' s Field Guide for Construction
Dewatering."
3. Ensure that any dewatering discharge does not cause erosion, scour, or sedimentary
deposits that could impact natural bedding materials.
4. Discharge the water within the project limits. Dispose of the water in the same way as
specified for material in Section 7-1.13 Disposal of Material Outside the Highway Right
of Way" of the Standard Specification if it cannot be discharged within project limits due
to site constraints.
5. Do not discharge storm water or non-stormwater that has an odor, discoloration other
than sediment, an oily sheen, or foam on the surface. Notify the Engineer immediately
upon discovering any such condition.
The WPC manager must inspect dewatering activities:
1. Daily when dewatering work occurs daily
2. Weekly when dewatering work does not occur daily
PAYMENT
The contract lump sum price paid for construction site management includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing
all the work involved in spill prevention and control, material management, waste management,
non-stormwater management, and dewatering and identifying, sampling, testing, handling, and
disposing of hazardous waste resulting from your activities, as specified in the Standard
Specifications and these Special Provisions, and as ordered by the Engineer.
10-1.04 TEMPORARY STREAM DIVERSION
GENERAL
Summary
This work includes constructing, maintaining, and removing a temporary stream diversion,
Submittals
Submit a stream diversion plan in compliance with all applicable regulatory permits and the
WPCP: The plan must:
1. Detail proposed equipment to be used
2. Detail proposed coffer dam and pipe material and size.
3. Show original stream contours and their reestablishment upon completion of
construction.
Within 20 days after contract approval, the Contractor shall submit 3 copies of the str0eam
diversion plan to the Engineer. The Contractor shall allow 20 days for the Engineer's review. If
revisions are required, the Engineer will provide comments and specify the date that the review
stopped. The Contractor shall revise and resubmit the stream diversion plan within 15 days of
receipt of the Engineer's comments. The Engineer's review will resume when the complete
stream diversion plan is resubmitted. When the Engineer approves the stream diversion plan, the
Book One San Benancio/State Route 68 Intersection Improvements 429
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
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05-0H8220,-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
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ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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ROUTE-U012
68-U012
AT-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
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D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
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APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Contractor shall submit 2 copies of the approved stream diversion plan to the Engineer. If the
Engineer fails to complete the review within the time allowed and if, in the opinion of the
Engineer, completion of the work is delayed or interfered with by reason of the Engineer's delay,
the Contractor will be compensated for resulting losses, and an extension of time will be granted,
as provided for in Section 8-1.09, Right of Way Delays," of the Standard Specifications.
Construction
Comply with all applicable regulatory permits, the WPCP, these Special Provisions and as
directed by the Engineer during construction and removal of temporary stream diversion.
Construct the temporary stream diversion when directed by the Engineer and as necessary to
protect bridge, retaining wall, and miscellaneous construction activities within the El Toro Creek
from water flowing within the creek.
PAYMENT
The contract lump sum price paid for temporary stream diversion shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in temporary stream diversion, complete in place, including permit
compliance, plan preparation and grading, as shown on the plans, as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer.
10-1.05 TEMPORARY FENCE TYPE ESA)
GENERAL
Summary
This work includes constructing, maintaining, and removing temporary fence Type ESA).
Temporary fence Type ESA) provides a visible boundary adjacent to protected areas such as an
environmentally sensitive area.
Signs are not required for temporary fence Type ESA).
Submittals
Submit a Certificate of Compliance as specified in Section 6-1.07, Certificates of
Compliance" of the Standard Specifications for:
1. High visibility fabric
2. Safety cap for metal posts
MATERIALS
High Visibility Fabric
High visibility fabric for temporary fence Type ESA) must consist of one of the following:
1. Polyethylene
2. Polypropylene
3. Combined polyethylene and polypropylene
Sample under ASTM D 4354, Procedure C.
Test under ASTM D 4759. All properties must be based on Minimum Average Roll Value.
Identify, store, and handle under ASTM D 4873.
High visibility fabric must:
1. Contain ultraviolet inhibitors
2. Comply with the following:
Book One San Benancio/State Route 68 Intersection Improvements 430
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
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STATE-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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SIGN-U012
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E.-U012
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DIRECTOR-U012
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ADVERTISE-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Property Specifications Requirements
Width, inches, Min Measured 48
Opening size inches Measured 1" x 1" Min)
2" x 2" Max)
Color Observed Orange
Grab breaking load ASTM D4632 260
1-inch grip, lb, Min. in each
direction
Apparent elongation ASTM D4632 5
percent, Min., in each direction
Ultraviolet Degradation ASTM D4355 70
percent of original unexposed
grab breaking load 500 hr,
minimum
Posts
Posts must be wood or steel.
Wood posts must be:
1. Untreated fir, redwood, cedar, or pine and cut from sound timber
2. Straight and free of loose or unsound knots and other defects that would render the stakes
unfit for use
3. Pointed on the end to be driven into the ground
4. At least 2" x 2" in size and 6 feet long
Steel posts must:
1. Have a U," T," L," or other cross sectional shape that can resist failure from lateral
loads.
2. Be pointed on the end to be driven into the ground.
3. Weigh at least 0.75-pound per foot.
4. Be at least 6 feet long.
5. Have a safety cap attached to the exposed end. The safety cap must be yellow, orange or
red plastic and fit snugly to the metal post.
Signs
If specified, signs must be:
1. Weatherproof and fade-proof and may include plastic laminated printed paper affixed to
an inflexible weatherproof backer board
2. Attached to the high visibility fabric with tie wire or locking plastic fasteners
CONSTRUCTION
General
Install temporary fence Type ESA):
1. With high visibility fabric, posts, and fasteners as follows:
1.1. If wood posts are used, fasteners must be staples or nails
1.2. If steel posts are used, fasteners must be tie wires or locking plastic fasteners
1.3. Spacing of the fasteners must be no more than 8 inches apart
2. Before clearing and grubbing activities
3. From outside of the protected area
4. With posts spaced 8 feet apart and embedded at least 16 inches in the soil
Book One San Benancio/State Route 68 Intersection Improvements 431
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???If specified, signs must be:
1. Attached with the top of the sign panel flush with the top of the high visibility fabric
2. Placed 100 feet apart along the length and at each end of the fence
If trees and other plants need protection, install fence to:
1. Enclose the foliage canopy drip line) of protected plants
2. Protect visible roots from encroachment
Maintenance
Maintain temporary fence Type ESA) by:
1. Keeping posts in a vertical position
2. Reattaching fabric to posts
3. Replacing damaged sections of fabric
4. Replacing and securing signs
Removal
When the Engineer determines that temporary fence Type ESA) is no longer required,
remove and dispose of it under Section 7-1.13, Disposal of Material Outside the Highway Right
of Way," of the Standard Specifications.
Backfill and repair ground disturbance caused by the installation and removal of temporary
fence Type ESA), including holes and depressions, under Section 15-1.02, Preservation of
Property," of the Standard Specifications.
MEASUREMENT AND PAYMENT
Temporary fence Type ESA) is measured and paid for by the linear foot in the same manner
specified for fence Type BW or WM) in Section 80, Fences," of the Standard Specifications.
The contract price paid per linear foot for temporary fence Type ESA) includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in constructing the temporary fence Type ESA), complete in place,
including maintenance, removal of materials, and backfilling and repairing holes, depressions
and other ground disturbance, as shown on the plans, as specified in the Standard Specifications
and these Special Provisions, and as ordered by the Engineer.
10-1.06 TEMPORARY FIBER ROLL
GENERAL
Summary
This work includes constructing, maintaining, and removing temporary fiber roll and
temporary large fiber roll.
The SWPPP must describe and include the use of temporary fiber roll as a water pollution
control practice for sediment control.
Submittals
Submit a Certificate of Compliance as specified in Section 6-1.07, Certificates of
Compliance" of the Standard Specifications for fiber roll.
MATERIALS
Fiber Roll
Fiber roll must:
Book One San Benancio/State Route 68 Intersection Improvements 432
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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EFFECTIVE-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???1. Last for at least one year after installation
2. Be Type 1 or Type 2
If specified, Type 1 fiber roll must be:
1. Made from an erosion control blanket:
1.1. Classified by the Erosion Control Technology Council ECTC) as ECTC 2D
1.2. With a Universal Soil Loss Equation USLE) C-Factor of not more than 0.20 at a
2:1 horizontal:vertical) slope
1.3. Capable to withstand a maximum shear stress of 1.75 pounds per square foot under
ASTM D 6460
1.4. With a minimum tensile strength of 75 pounds per foot under ASTM D 5035
1.5. With top and bottom surfaces covered with lightweight non-synthetic netting
1.6. That complies with one of the following:
1.6.1. Double net straw and coconut blanket with 70 percent straw and 30 percent
coconut fiber
1.6.2. Double net excelsior blanket with 80 percent of the wood excelsior fibers
being 6 inches or longer
2. Rolled along the width
3. Secured with natural fiber twine every 6 feet and 6 inches from each end
4. Finished to be either:
4.1. From 8 to 10 inches in diameter, from 10 to 20 feet long, and at least 0.5 pounds per
linear foot
4.2. From 10 to 12 inches in diameter, at least 10 feet long, and at least 2 pounds per
linear foot
4.3. 20" inches in diameter for large fiber rolls, at least 10 feet long, and at least 8
pounds per linear foot
If specified, Type 2 fiber roll must:
1. Be filled with rice or wheat straw, wood excelsior, or coconut fiber
2. Be covered with a biodegradable jute, sisal, or coir fiber netting
3. Have the netting secured tightly at each end
4. Be finished to be either:
4.1. From 8 to 10 inches in diameter, from 10 to 20 feet long, and at least 1.1 pounds per
linear foot
4.2. From 10 to 12 inches in diameter, at least 10 feet long, and at least 3 pounds per
linear foot
4.3. 20" inches in diameter for large fiber rolls, at least 10 feet long, and at least 10
pounds per linear foot
Wood Stakes
Wood stakes must be:
1. Untreated fir, redwood, cedar, or pine and cut from sound timber
2. Straight and free of loose or unsound knots and other defects which would render the
stakes unfit for use
3. Pointed on the end to be driven into the ground
For fiber roll, wood stakes must be at least:
1. 1" x 1" x 24" in size for Type 1 installation
2. 1" x 2" x 24" in size for Type 2 installation
Book One San Benancio/State Route 68 Intersection Improvements 433
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Rope
For Type 2 installation, rope must:
1. Be biodegradable, such as sisal or manila
2. Have a minimum diameter of 1/4 inch
CONSTRUCTION
Before placing fiber roll, remove obstructions including rocks, clods, and debris greater than
one inch in diameter from the ground.
If fiber roll is to be placed in the same area as erosion control blanket, install the blanket
before placing the fiber roll. For other soil stabilization practices such as hydraulic mulch or
compost, place the fiber roll and then apply the soil stabilization practice.
Place fiber roll on slopes at the following spacing unless the plans show a different spacing:
1. 10 feet apart for slopes steeper than 2:1 horizontal: vertical)
2. 15 feet apart for slopes from 2:1 to 4:1 horizontal:vertical)
3. 20 feet apart for slopes from 4:1 to 10:1 horizontal: vertical)
4. 50 feet apart for slopes flatter than 10:1 horizontal:vertical)
Place fiber roll approximately parallel to the slope contour. For any 20 foot section of fiber
roll, do not allow the fiber roll to vary more then 5 percent from level.
Type 1 and Type 2 fiber roll may be installed using installation method Type 1, Type 2, or a
combination:
For installation method Type 1, install fiber roll by:
1. Placing in a furrow that is from 2 to 4 inches deep
2. Securing with wood stakes every 4 feet along the length of the fiber roll
3. Securing the ends of the fiber roll by placing a stake 6 inches from the end of the roll
4. Driving the stakes into the soil so that the top of the stake is less then 2 inches above the
top of the fiber roll
For installation method Type 2, install fiber roll by:
1. Securing with rope and notched wood stakes.
2. Driving stakes into the soil until the notch is even with the top of the fiber roll.
3. Lacing the rope between stakes and over the fiber roll. Knot the rope at each stake.
4. Tightening the fiber roll to the surface of the slope by driving the stakes further into the
soil.
MAINTENANCE
Maintain temporary fiber roll to provide sediment holding capacity and to reduce runoff
velocities.
Remove sediment deposits, trash, and debris from temporary fiber roll as needed or when
directed by the Engineer. If removed sediment is deposited within project limits, it must be
stabilized and not subject to erosion by wind or water. Trash and debris must be removed and
disposed of as specified in Section 7-1.13, Disposal of Material Outside the Highway Right of
Way," of the Standard Specifications.
Maintain temporary fiber roll by:
1. Removing sediment from behind the fiber roll when sediment is 1/3 the height of the
fiber roll above ground
2. Repairing or adjusting the fiber roll when rills and other evidence of concentrated runoff
occur beneath the fiber roll.
3. Repairing or replacing the fiber roll when they become split, torn, or unraveled
4. Adding stakes when the fiber roll slump or sag
5. Replacing broken or split wood stakes
Book One San Benancio/State Route 68 Intersection Improvements 434
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
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ROUTE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Repair temporary fiber roll within 24 hours of discovering damage unless the Engineer
approves a longer period.
If your vehicles, equipment, or activities disturb or displace temporary fiber roll, repair
temporary fiber roll at your expense.
The Department does not pay maintenance costs for cleanup, repair, removal, disposal, or
replacement due to improper installation or your negligence.
REMOVAL
When the Engineer determines that temporary fiber roll is not required, they must be
removed and disposed of under Section 7-1.13, Disposal of Material Outside the Highway Right
of Way," of the Standard Specifications.
Ground disturbance, including holes and depressions, caused by the installation and removal
of the temporary fiber roll must be backfilled and repaired under Section 15-1.02, Preservation
of Property," of the Standard Specifications.
Do not remove temporary large fiber roll.
MEASUREMENT AND PAYMENT
Temporary fiber roll and temporary large fiber roll is measured by the linear foot along the
centerline of the installed roll. Where temporary fiber roll is joined and overlapped, the overlap
is measured as a single installed roll.
The contract price paid per linear foot for temporary fiber roll includes full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in constructing the temporary fiber roll, complete in place, including removal of
materials, cleanup and disposal of retained sediment and debris, and backfilling and repairing
holes, depressions and other ground disturbance, as shown on the plans, as specified in the
Standard Specifications and these Special Provisions, and as directed by the Engineer.
The contract price paid per linear foot for temporary large fiber roll includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in constructing the temporary large fiber roll, complete in place, including
removal of materials, cleanup and disposal of retained sediment and debris, and backfilling and
repairing holes, depressions and other ground disturbance, as shown on the plans, as specified in
the Standard Specifications and these Special Provisions, and as directed by the Engineer.
The State and you share the cost of maintaining the temporary fiber roll. The State
determines the maintenance cost under Section 9-1.03, Force Account Payment," of the
Standard Specifications and pays you one-half of that cost.
10-1.07 TEMPORARY CONCRETE WASHOUT PORTABLE)
GENERAL
Summary
This work includes removal and disposal of concrete waste by furnishing, maintaining, and
removing portable temporary concrete washouts.
SWPPP must describe and include the use of a portable temporary concrete washout as a
water pollution control practice for waste management and materials pollution control.
Submittals
At least 5 business days before concrete activities start, submit:
1. Name and location of off-site concrete waste disposal facility to receive concrete waste
2. Copy of permit issued by RWQCB for off-site commercial disposal facility
3. Copy of license for off-site commercial disposal facility
Book One San Benancio/State Route 68 Intersection Improvements 435
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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OF-U012
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WORKS-U012
TO-U012
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E.-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
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OR-U012
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B.-U012
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A-U012
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STATE-U012
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AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???4. Copy of permit issued by state or local agency having jurisdiction over disposal facility if
disposal site is located outside of the State of California
Quality Control and Assurance
Retain and submit records of disposed concrete waste including:
1. Weight tickets
2. Delivery and removal of temporary concrete washouts
MATERIALS
Portable Temporary Concrete Washout
Portable temporary concrete washout must:
1. Be a commercially available watertight container.
2. Have sufficient capacity to contain all liquid and concrete waste generated by washout
activities without seepage or spills.
3. Have at least 55-gallon capacity.
4. Be labeled for the exclusive use as a concrete waste and washout facility. Stencil
Concrete Waste material" in 3-inch high letters on white background. Top of stenciling
must be 12 inches from the top of the container.
Concrete Washout Sign
Concrete washout sign must comply with the provisions in Section 12-3.06B, Portable
Signs" of the Standard Specifications and:
1. Be approved by the Engineer
2. Consist of base, framework, and sign panel
3. Be made of plywood
4. Be minimum 2' x 4' in size
5. Read Concrete Washout" with 3 inches high black letters on white background
CONSTRUCTION
Placement
Place portable temporary concrete washouts at job site:
1. Before concrete placement activities start
2. In the immediate area of concrete work as approved by the Engineer
3. No closer than 50 feet from storm drain inlets, open drainage facilities, ESAs, or
watercourses
4. Away from construction traffic or public access areas
Install a concrete washout sign adjacent to each portable temporary concrete washout
location.
Operation
Use portable temporary concrete washouts for:
1. Washout from concrete delivery trucks
2. Slurries containing portland cement concrete or hot mix asphalt from sawcutting, coring,
grinding, grooving, and hydro-concrete demolition
3. Concrete waste from mortar mixing stations
Relocate portable temporary concrete washouts as needed for concrete construction work.
Book One San Benancio/State Route 68 Intersection Improvements 436
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
CONSIDER-U012
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A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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E.-U012
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AUTHORIZING-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Replace portable temporary concrete washouts when filled to capacity. Do not fill higher
than 6 inches below rim.
Your WPC manager must inspect portable temporary concrete washouts:
1. Daily if concrete work occurs daily
2. Weekly if concrete work does not occur daily
Maintenance
When relocating or transporting a portable temporary concrete washout within the job site,
secure it to prevent spilling of concrete waste material. If any spilled material is observed,
remove spilled material and place it into portable temporary concrete washout.
Removal
Dispose of concrete waste material at a facility specifically licensed to receive solid concrete
waste, liquid concrete waste, or both. When portable temporary concrete washout is full, remove
and dispose of concrete waste within 2 days.
PAYMENT
The contract lump sum price paid for temporary concrete washout portable) includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in furnishing, maintaining, and removing the portable temporary concrete
washout, including removal and disposal of concrete waste, as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer.
10-1.08 TEMPORARY CONSTRUCTION ENTRANCE
GENERAL
Summary
This work includes constructing, maintaining, and removing temporary construction entrance
to provide temporary access.
The SWPPP must describe and include the use of temporary construction entrance as a water
pollution control practice for tracking control.
Temporary construction entrance must be Type 1, Type 2, or a combination.
Submittals
Submit a Certificate of Compliance under Section 6-1.07, Certificates of Compliance," of
the Standard Specifications for:
1. Temporary entrance fabric
2. Rock
Submit details for alternatives at least 5 business days before installation. You may propose
alternatives for the following items:
1. Alternative sump
2. Alternative corrugated steel panels
If the Engineer approves, you may eliminate the sump.
Book One San Benancio/State Route 68 Intersection Improvements 437
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
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B.-U012
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ADOPTING-U012
A-U012
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MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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68-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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WORKS-U012
TO-U012
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APPROVED-U012
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TO-U012
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JANUARY-U012
17,-U012
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24,-U012
2011,-U012
CONTINGENT-U012
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STATE-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
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LI21329-U03
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15366-U05
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CONDUCT-U07
A-U07
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TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
RESOLUTION-U012
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C.-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???MATERIALS
Temporary Entrance Fabric
Temporary entrance fabric must comply with Section 88-1.04, Rock Slope Protection
Fabric," of the Standard Specifications and be woven Type B or non-woven Type B.
Rock
Rock must be Type A or Type B.
Rock Type A) must comply with:
1. Requirements under Section 72-2.02, Materials," of the Standard Specifications
2. Following sizes:
Square Screen Size
inch) Percentage Passing Percentage Retained
6 100 0
3 0 100
Rock Type B) must be Railway Ballast Number 25. Do not use blast furnace slag. Railway
Ballast Number 25 must comply with:
1. Description in AREMA Manual for Railway Engineering.
2. Following sizes:
Nominal Percentage Passmi
Size Square
Opening 3" 2-1/2" 2" 1-1/2" 1" 3/4" 1/2" 3/8" No. 4
2-1/2"-3/8" 100 80-100 60-85 50-70 25-50 5-20 0-10 0-3
3. Following properties:
Specification Requirements
Percent material passing No. 200 sieve, max. 1.0
ASTM: C 117
Bulk specific gravity, min. 2.60
ASTM: C 127
Absorption, percent min. 1.0
ASTM: C 127
Clay lumps and friable particles, percent max. 0.5
ASTM: C 142
Degradation, percent max. 30
ASTM: C 535
Soundness Sodium Sulfate), percent max. 5.0
ASTM: C 88
Flat, elongated particles, or both, percent max. 5.0
ASTM: D 4791
Corrugated Steel Panels
Corrugated steel panels must:
1. Be made of steel.
2. Be pressed or shop welded
3. Have a slot or hook for connecting panels together
Book One San Benancio/State Route 68 Intersection Improvements 438
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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IMPROVEMENTS;-U012
C.-U012
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STATE-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
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ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???CONSTRUCTION
Prepare location for temporary construction entrance by:
1. Removing vegetation to ground level and clear away debris
2. Grading ground to uniform plane
3. Grading ground surface to drain
4. Removing sharp objects that may damage fabric
5. Compacting the top 1.5 feet of soil to at least 90 percent relative compaction
If temporary entrance Type 1) is specified, use rock Type A).
If temporary construction entrance Type 2) is specified, use Rock Type B) under corrugated
steel panels. Use at least 6 corrugated steel panels for each entrance. Couple panels together.
Install temporary construction entrance by:
1. Positioning fabric along the length of the entrance
2. Overlapping sides and ends of fabric by at least 12 inches
3. Spreading rock over fabric in the direction of traffic
4. Covering fabric with rock within 24 hours
5. Keeping a 6 inch layer of rock over fabric to prevent damage to fabric by spreading
equipment
Do not drive on fabric until rock is spread.
Unless the Engineer eliminates the sump, install a sump within 20 feet of each temporary
construction entrance.
Repair fabric damaged during rock spreading by placing a new fabric over the damaged area.
New fabric must be large enough to cover damaged area and provide at least 18-inch overlap on
all edges.
Maintenance
Maintain temporary construction entrance to minimize generation of dust and tracking of soil
and sediment onto public roads. If dust or sediment tracking increases, place additional rock
unless the Engineer approves another method.
Repair temporary construction entrance if:
1. Fabric is exposed
2. Depressions in the entrance surface develop
3. Rock is displaced
Repair temporary construction entrance within 24 hours of discovering damage unless the
Engineer approves a longer period.
During use of temporary construction entrance, do not allow soil, sediment, or other debris
tracked onto pavement to enter storm drains, open drainage facilities, or watercourses. When
material is tracked onto pavement, remove it within 24 hours unless the Engineer approves a
longer period.
If your vehicles, equipment, or activities disturb or displace the temporary construction
entrance, repair it at your expense.
The Department does not pay maintenance costs for cleanup, repair, removal, disposal, or
replacement due to improper installation or your negligence.
Book One San Benancio/State Route 68 Intersection Improvements 439
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
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IMPROVEMENTS,-U012
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PROJECT-U012
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05-0H8220,-U012
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10-111065;-U012
D.-U012
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E.-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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15366-U05
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CONDUCT-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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NO.-U012
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E.-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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MODIFICATIONS-U07
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REPORTING-U07
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WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Removal
When the Engineer determines that temporary construction entrance is not required, remove
and dispose of it under Section 7-1.13, Disposal of Material Outside the Highway Right of
Way," of the Standard Specifications.
Backfill and repair ground disturbance, including holes and depressions, caused by
installation and removal of temporary construction entrance under Section 15-1.02, Preservation
of Property," of the Standard Specifications.
MEASUREMENT AND PAYMENT
Temporary construction entrance is determined from actual count in place. Temporary
construction entrance is measured one time only and no additional measurement will be
recognized.
The contract price paid for temporary construction entrance includes full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in constructing temporary construction entrance, complete in place, including removal
of temporary construction entrance, as shown on the plans, as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer.
No additional compensation will be made if the temporary construction entrance is relocated
during the course of construction.
The State and you share the cost of maintaining temporary construction entrance. The State
determines the maintenance cost under Section 9-1.03, Force Account Payment," of the
Standard Specifications and pays you one-half of that cost.
10-1.09 TEMPORARY COVER
GENERAL
Summary
This work includes constructing, maintaining, and removing temporary cover.
The SWPPP must describe and include the use of temporary cover as a water pollution
control practice for soil stabilization and stockpile management.
Submittals
Submit a Certificate of Compliance as specified
Compliance" of the Standard Specifications for:
1. Gravel-filled bag fabric
2. Temporary cover fabric
in Section 6-1.07, Certificates
If you substitute a material in the following list, submit a
for approval at least 5 business days before installation:
1. Alternative restrainer
2. Alternative linear sediment barrier
MATERIALS
Geosynthetic Fabrics
Geosynthetic fabrics must consist of one of the following:
1. Polyester
2. Polypropylene
3. Combined polyester and polypropylene
Sample under ASTM D 4354, Procedure C.
of
sample of the alternative material
Book One San Benancio/State Route 68 Intersection Improvements 440
CONTRACT NO. 10- 111065
BIB]
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E.-U012
CONSIDER-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
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BOOK-U02
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7/19/2010-U011
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MORE-U012
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MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROUTE-U012
68-U012
AT-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Test under ASTM D 4759. All properties are based on Minimum Average Roll Value
MARV).
Identify, store, and handle under ASTM D 4873.
Protect geosynthetics from moisture, sunlight and damage during shipping and storage.
Label each unit with the manufacturer's name, identifying information and product identification.
Gravel-filled bag fabric must comply with:
Specification ents
Grab breaking load 205
1-inch grip, lb, min. in each direction
Apparent elongation 50
percent, min., in each direction
Water Flow Rate 80-150
max. average roll value, gallons per minute/square foot
Permittivity 1.2
1/sec., min
Apparent opening size 40-80
max. average roll value, U.S. Standard sieve size
Ultraviolet Degradation 70
percent of original unexposed grab breaking load 500 hr, minimum
The temporary cover fabric must be geosynthetic cover fabric, plastic sheeting, or a
combination of both.
Temporary cover fabric must be either:
1. Plastic sheeting consisting of a single-ply geomembrane material, 10 mils thick, that
complies with ASTM D 5199
2. Geosynthetic cover fabric that complies with the following properties:
Specification Requirements
Grab breaking load 200
1-inch grip, lb, min. in each direction
Apparent elongation 50
percent, min., in each direction
Water Flow Rate 75-120
max. average roll value, gallons per minute/square foot
Permittivity 0.08
1/sec., min
Apparent opening size 100
max. average roll value, U.S. Standard sieve size
Ultraviolet Degradation 70
percent of original unexposed grab breaking load 500 hr, minimum
Gravel
Gravel for gravel-filled bags must be:
1. From 3/8 to 3/4 inch in diameter
2. Clean and free from clay balls, organic matter, and other deleterious materials
Gravel-filled Bags
Gravel-filled bags must:
1. Be made from gravel-filled bag fabric.
2. Have inside dimensions from 24 to 32 inches in length, and from 16 to 20 inches in
width.
3. Have the opening bound to retain the gravel. The opening must be sewn with yarn,
bound with wire, or secured with a closure device.
Book One San Benancio/State Route 68 Intersection Improvements 441
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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SUBSTITUTING-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???4. Weigh from 30 to 50 pounds when filled with gravel.
Restrainers
Restrainers must be used to secure the cover fabric or plastic sheeting to the surface of the
slope or stockpile.
Restrainers must be one of the following:
1. Made of gravel-filled bags that are roped together and spaced no more than a 6 feet apart
2. Made of wooden lath and anchor restrainers as shown on the plans and the following:
2.1 Wooden lath must be 2" x 4" x 8', made from fir or pine, and comply with Section
88-2.12, Lumber," of the Standard Specifications
2.2 Anchor restrainers must be made from steel reinforcing bars and spaced no more
than 4 feet apart along the wooden lath
3. An approved alternate method
Rope
Rope must be at least 3/8 inch in diameter.
Rope must be one of the following:
1. Biodegradable, such as sisal or manila
2. Nondegradable, such as polypropelene or nylon
Linear Sediment Barrier
Linear sediment barriers consist of one or more of the following:
1. Gravel bag berm
2. Earthen berm
3. Approved alternate method
CONSTRUCTION
Temporary Cover Fabric
Install temporary cover fabric by:
1. Placing the temporary cover fabric loosely on the slope or stockpile with the longitudinal
edges perpendicular to the slope contours
2. Placing the temporary cover fabric on the upper portion of the slope to overlap cover
fabric on the lower portion of the slope
3. Placing the temporary cover fabric on the side of the prevailing wind to overlap the cover
fabric on the downwind side of the slope
4. Anchoring the perimeter edge of the temporary cover fabric in key trenches
5. Overlapping edges of the temporary cover fabric by at least 2 feet
6. Placing restrainers at the overlap area and along the toe of the slope. Between overlaps,
the restrainers must be spaced a maximum of 8 feet on center.
7. Ensuring that, if anchor restraints are used, the leg of the steel reinforcing bar pierces the
temporary cover fabric and holds the wooden lath firmly against the surface of the slope
or stockpile.
Linear Sediment Barrier
Protect excavation and embankment slopes with linear sediment barrier by:
1. Preventing run-on and concentrated flows from damaging the slopes
2. Placing the barrier approximately parallel to the slope contour at the toe of the slope
4. Angling the last 6 feet of the barrier up-slope
Book One San Benancio/State Route 68 Intersection Improvements 442
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
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15366-U05
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7/19/2010-U011
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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ROUTE-U012
68-U012
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STATE-U012
PROJECT-U012
NO.-U012
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D.-U012
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OF-U012
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SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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EFFECTIVE-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Ð?Protect stockpiles with linear sediment barrier by:
1. Preventing run-on and concentrated flows from touching the stockpiled material
2. Surrounding the stockpile with a linear sediment barrier
3. Adding more linear sediment barrier within 24 hours of adding more material to the
stockpile
If earthen berms are used as a linear sediment barrier, they must be:
1. At least 8 inches high and 36 inches wide
2. Compacted by hand or mechanical method
If gravel bag berms are used as a linear sediment barrier:
1. Place gravel bags as a single layer
2. Place gravel bags end-to-end to eliminate gaps
If you need to increase the height of the gravel bag berm:
1. Increase height by adding rows of gravel-filled bags
2. Stack bags in a way that the bags in the top row overlap the joints in the lower row
3. Stabilize berm by adding rows at the bottom
If you remove the temporary cover to do other work, replace and secure temporary cover
within one hour.
MAINTENANCE
Maintain temporary cover to minimize exposure of the slopes or stockpile and prevent
movement of the material beyond the linear sediment barrier.
Maintain temporary cover by:
1. Relocating and securring restrainers to keep the erosion control blankets in place.
Temporary cover fabric that breaks free must be immediately secured.
2. Repairing or replacing the temporary cover fabric when the area covered by temporary
cover becomes exposed or exhibits visible erosion.
3. Repairing or replacing the linear sediment barrier when washouts occur between joints or
beneath the linear sediment barrier.
4. Repairing or replacing the temporary cover fabric when it becomes detached, torn, or
unraveled.
Repair temporary cover within 24 hours of discovering damage unless the Engineer approves
a longer period.
If your vehicles, equipment, or activities disturb or displace temporary cover, repair
temporary cover at your expense.
REMOVAL
When the Engineer determines that temporary cover is not required, it must be removed and
disposed of under Section 7-1.13, Disposal of Material Outside the Highway Right of Way," of
the Standard Specifications.
Ground disturbance, including holes and depressions, caused by the installation and removal
of the temporary cover must be backfilled and repaired under Section 15-1.02, Preservation of
Property," of the Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 443
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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D.-U012
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E.-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
FINDINGS-U012
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68-U012
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NO.-U012
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D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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BY-U012
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EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??Ð?MEASUREMENT AND PAYMENT
Temporary cover is measured by the square foot of the actual area covered excluding
overlaps.
The contract price paid per square yard for temporary cover includes full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in installing temporary cover, complete in place, including restrainers and removal of
temporary cover, as shown on the plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer.
10-1.10 TEMPORARY DRAINAGE INLET PROTECTION
GENERAL
Summary
This work includes constructing, maintaining, and removing temporary drainage inlet
protection. Drainage inlet protection settles and filters sediment before stormwater runoff
discharges into storm drainage systems.
The SWPPP must describe and include the use of temporary drainage inlet protection as a
water pollution control practice for sediment control.
Provide temporary drainage inlet protection to meet the changing conditions around the
drainage inlet. Temporary drainage inlet protection must be:
2. Type 3
Submittals
Submit a Certificate of Compliance as specified in Section 6-1.07, Certificates of
Compliance" of the Standard Specifications for:
1. Erosion control blanket
2. Fiber rolls
3. Safety cap for metal posts
4. Silt fence fabric
5. Sediment filter bag
6. Foam barrier
7. Rigid plastic barrier
8. Gravel-filled bag fabric
If you substitute the steel wire staple with an alternative attachment device, submit a sample
of the device for approval at least 5 business days before installation.
MATERIALS
Geosynthetic Fabrics
Geosynthetic fabrics for temporary drainage inlet protection must consist of one of the
following:
1. Polyester
2. Polypropylene
3. Combined polyester and polypropylene
Book One San Benancio/State Route 68 Intersection Improvements 444
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??O?Geosynthetic fabrics for temporary drainage inlet must comply with the specifications for
water pollution control in Section 88-1.05, Water Pollution Control," of the Standard
Specifications.
Foam barrier must comply with:
Foam Barrier
Property ASTM Specification
Designation
Grab breaking load D 4632
1-inch grip, Ib, min. in each
direction 200
Apparent elongation D 4632
percent, min., in each
direction 15
Water Flow Rate D 4491
max. average roll value,
gallons per minute/square
foot 100-150
Permittivity D 4491
1/sec., min. 0.05
Apparent opening size D 4751
max. average roll value,
U.S. Standard sieve size 40
Ultraviolet Degradation D 4595
percent of original
unexposed grab breaking
load 500 hr, minimum 70
Sample under ASTM D 4354, Procedure C.
Test under ASTM D 4759. All properties are based on Minimum Average Roll Value
MARV).
Identify, store, and handle under ASTM D 4873.
Erosion Control Blanket
Erosion control blanket must be:
1. Described as a rolled erosion control product RECP)
2. Classified as temporary and degradable or long-term and non-degradable
3. Machine-made mats
4. Provided in rolled strips
5. Classified by the Erosion Control Technology Council ECTC)
Erosion control blanket classified as temporary and degradable must be one of the following:
1. Double net excelsior blanket:
1.1. Classified as ECTC Type 2D
1.2. Classified as an erosion control blanket
1.3. Designed to last for at least one year after installation
1.4. With a Universal Soil Loss Equation USLE) C-Factor of not more than 0.20 at a
2:1 horizontal: vertical) slope
1.5. With 80 percent of the wood excelsior fibers being 6 inches or longer
1.6. Capable to withstand a maximum shear stress of 1.75 pounds per square foot under
ASTM D 6460
1.7. With a minimum tensile strength of 75 pounds per foot under ASTM D 5035
1.8. With top and bottom surfaces covered with lightweight non-synthetic netting
Book One San Benancio/State Route 68 Intersection Improvements 445
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????2. Double net straw and coconut blanket:
2.1. Classified as ECTC Type 2D
2.2. Classified as an erosion control blanket
2.3. Designed to last for at least one year after installation
2.4. With a USLE C-Factor of not more than 0.20 at a 2:1 horizontal:vertical) slope
2.5. Comprised of 70 percent straw and 30 percent coconut fiber
2.6. Capable to withstand a maximum shear stress of 1.75 pounds per square foot under
ASTM D 6460
2.7. With a minimum tensile strength of 75 pounds per foot under ASTM D 5035
2.8. With top and bottom surfaces covered with lightweight non-synthetic netting
3. Jute netting:
3.1. Classified as ECTC Type 3B
3.2. Classified as an open weave textile and have from 14 to 20 strands per foot in each
direction
3.3. Designed to last for at least one year after installation
3.4. With a USLE C-Factor of not more than 0.25 at a 1.5:1 horizontal:vertical) slope
3.5. Comprised of 100 percent unbleached and undyed spun yarn made of jute fiber
3.6. With an average open area from 63 to 70 percent
3.7. From 48 to 72 inches in width
3.8. Capable to withstand a maximum shear stress of 2.0 pounds per square foot under
ASTM D 6460
3.9. With a minimum tensile strength of 100 pounds per foot under ASTM D 5035
3.10. From 0.90 to 1.20 pounds per square yard in weight
4. Coir netting:
4.1. Classified as ECTC Type 4
4.2. Classified as an open weave textile and from 13 to 18 strands per foot in each
direction
4.3. Designed to last for at least three years after installation
4.4. With a USLE C-Factor of not more than 0.25 at a 1:1 horizontal:vertical) slope
4.5. Comprised of 100 percent unbleached and undyed spun coir yarn made of coconut
fiber
4.6. With an average open area from 63 to 70 percent
4.7. From 72 to 158 inches in width
4.8. Capable to withstand a maximum shear stress of 2.25 pounds per square foot under
ASTM D6460
4.9. With a minimum tensile strength of 125 pounds per foot under ASTM D 5035
4.10. From 1.20 to 1.67 pounds per square yard in weight
Erosion control blanket classified as long-term and non-degradable must:
1. Be a geosynthetic fabric
2. Comply with the specifications for rock slope protection fabric Class 8) in Section 88-
1.06, Channel and Shore Protection," of the Standard Specifications
Staples
You may use an alternative attachment device such as a geosynthetic pins or plastic pegs to
install erosion control blanket.
Rock
Rock must comply with:
1. Requirements under Section 72-2.02, Materials," of the Standard Specifications
Book One San Benancio/State Route 68 Intersection Improvements 446
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??i?2. Following sizes:
Square Screen Size
inch) Percentage Passing Percentage Retained
6 100 0
3 0 100
Rope
Rope for fiber rolls must be:
1. Biodegradable, such as sisal or manila
2. At least 1/4 inch in diameter
Fiber Rolls
Fiber rolls must:
1. Last for at least one year after installation
2. Be Type 1 or Type 2
For Type 1, fiber rolls must be:
1. Made from an erosion control blanket classified as temporary and degradable
2. Rolled along the width
3. Secured with natural fiber twine every 6'-6" from each end
4. Finished to be either:
4.1. From 8 to 10 inches in diameter, from 10 to 20 feet long, and at least 0.5 pounds per
linear foot
4.2. From 10 to 12 inches in diameter, at least 10 feet long, and at least 2 pounds per
linear foot
For Type 2, fiber rolls must:
1. Be filled with rice or wheat straw, wood excelsior, or coconut fiber
2. Be covered with biodegradable jute, sisal, or coir fiber netting
3. Have netting secured tightly at each end
4. Be finished to be either:
4.1. From 8 to 10 inches in diameter, from 10 to 20 feet long, and at least 1.1 pounds per
linear foot
4.2. From 10 to 12 inches in diameter, at least 10 feet long, and at least 3 pounds per
linear foot
Wood Stakes
Wood stakes must be:
1. Untreated fir, redwood, cedar, or pine and cut from sound timber
2. Straight and free of loose or unsound knots and other defects which would render the
stakes unfit for use
3. Pointed on the end to be driven into the ground
For fiber rolls, wood stakes must be at least:
1. 1" x 1" x 24" in size for Type 1 installation
2. 1" x 2" x 24" in size for Type 2 installation
Posts
Posts must be wood or metal.
Book One San Benancio/State Route 68 Intersection Improvements 447
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Wood posts must be:
1. Untreated fir, redwood, cedar, or pine and cut from sound timber
2. Straight and free of loose or unsound knots and other defects that would render the stakes
unfit for use
3. Pointed on the end to be driven into the ground
4. At least 2" x 2" in size, and 4 feet long
Metal posts must:
1. Be made of steel.
2. Have a U," T," L," or other cross sectional shape that can resist failure from lateral
loads.
3. Be pointed on the end to be driven into the ground.
4. Weigh at least 0.75-pound per foot.
5. Be at least 4 feet long.
6. Have a safety cap attached to the exposed end. The safety cap must be orange or red
plastic and fit snugly to the metal post.
Silt Fence
Silt fence must be:
1. Constructed with silt fence fabric, posts, and fasteners
2. Prefabricated or assembled at the job site
Silt fence fabric must be attached to posts using these methods:
1. If prefabricated silt fence is used, posts must be inserted into sewn pockets
2. If assembled on the job site:
2.1. If wood posts are used, fasteners must be staples or nails
2.2. If steel posts are used, fasteners must be tie wires or locking plastic fasteners
2.3. Spacing of the fasteners must be at least 8 inches
Gravel-filled Bags
Gravel-filled bags must:
1. Be made from fabric.
2. Have inside dimensions from 24 to 32 inches in length, and from 16 to 20 inches in
width.
3. Have the opening bound to retain the gravel. The opening must be sewn with yam,
bound with wire, or secured with a closure device.
4. Weigh from 30 to 50 pounds when filled with gravel.
Gravel for gravel-filled bags must be:
1. From 3/8 to 3/4 inch in diameter
2. Clean and free from clay balls, organic matter, and other deleterious materials
Sediment Filter Bag
Sediment filter bag must:
1. Be made of fabric
2. Be sized to fit the catch basin or drainage inlet
3. Include a high-flow bypass
Book One San Benancio/State Route 68 Intersection Improvements 448
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Sediment filter bag may include a metal frame. Sediment filter bags that do not have a metal
frame and are deeper than 18 inches must:
1. Include lifting loops and dump straps
2. Include a restraint cord to keep the sides of the bag away from the walls of the catch
basin
Foam Barriers
Foam barriers must:
1. Be filled with a urethane foam core
2. Have a geosynthetic fabric cover and flap
3. Have a triangular, circular, or square shaped cross section
4. Have a vertical height of at least 5 inches after installation
5. Have a horizontal flap of at least 8 inches in width
6. Have a length of at least 4 feet per unit
7. Have the ability to interlock separate units into a longer barrier so that water does not
flow between the units
8. Be secured to:
8.1. Pavement with 1-inch concrete nails with 1-inch washers and solvent-free adhesive
8.2. Soil with 6-inch nails with 1-inch washers
Rigid Plastic Barriers
Rigid plastic barriers must:
1. Have an integrated filter
2. Have a formed outer jacket of perforated high density polyethylene HDPE) or
polyethylene terephthalate PET)
3. Have a flattened tubular shaped cross section
4. Be made from virgin or recycled materials
5. Be free from biodegradable filler materials that degrade the physical or chemical
characteristics of the finished filter core or outer jacket
6. Have a length of at least 4 feet per unit
7. Have the ability to interlock separate units into a longer barrier so that water does not
flow between the units
8. Be secured to:
8.1 Pavement with 1-inch concrete nails with 1-inch washers and solvent-free adhesive,
with gravel-filled bags, or a combination
8.2 Soil with 6-inch nails with 1-inch washers and wood stakes
9. Comply with the following properties:
Book One San Benancio/State Route 68 Intersection Improvements 449
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Specification Requirements
Grab tensile strength of outer jacket material, pounds/square inch, min. in each 4000
direction
ASTM D 4632*
Break strength of outer jacket, pounds/square inch 1300
ASTM D 4632*
Permittivity of filter core, 1/sec., min. 0.38
ASTM D 4491
Flow rate of filter core, gallons per minute per square foot, 100 min.
ASTM D 4491 200 max.
Filter core aperture size, max., Average Opening Size AOS), microns 425
Ultraviolet stability outer jacket & filter core), percent tensile strength retained 90
after 500 hours, min.
ASTM D 4355 xenon-arc lamp and water spray weathering method)
* or appropriate test method for specific polymer
If used at a curb inlet without a grate, rigid plastic barriers must:
1. Have a horizontal flap of at least 6 inches with an under-seal gasket to prevent
underflows
2. Include a high-flow bypass
3. Have a vertical height of at least 7 inches after installation
4. Be sized to fit the catch basin or drainage inlet
If used at a grated catch basin without a curb inlet, rigid plastic barriers must:
1. Cover the grate by at least 2 inches on each side and have an under-seal gasket to prevent
underflows
2. Include a high-flow bypass
3. Have a vertical height of at least 1.5 inches after installation
4. Be sized to fit the catch basin or drainage inlet
If used at a curb inlet with a grate, rigid plastic barriers must:
1. Have a horizontal flap that covers the grate by at least 2 inches on the 3 sides away from
the curb opening and have an under-seal gasket to prevent underflows
2. Include a high-flow bypass
3. Have a vertical section that covers the curb opening by at least 5 inches after installation
4. Be sized to fit the catch basin or drainage inlet
If used as a linear sediment barrier, rigid plastic barriers:
1. Must have an installed height of at least 6 inches
2. May have a horizontal flap of at least 4 inches
Linear Sediment Barrier
Linear sediment barriers must consist of one or more of the following:
1.
2.
3.
4.
5.
Silt fence
Gravel-filled bags
Fiber roll
Rigid plastic barrier
Foam barrier
Flexible Sediment Barrier
Flexible sediment barriers consist of one or more of the following:
1. Rigid plastic barrier
Book One San Benancio/State Route 68 Intersection Improvements 450
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????2. Foam barrier
CONSTRUCTION
For drainage inlet protection at drainage inlets in paved and unpaved areas:
1. Prevent ponded runoff from encroaching on the traveled way or overtopping the curb or
dike. Use linear sediment barriers to redirect runoff and control ponding.
2. Clear the area around each drainage inlet of obstructions including rocks, clods, and
debris greater than one inch in diameter before installing the drainage inlet protection.
3. Install a linear sediment barrier up-slope of the existing drainage inlet and parallel with
the curb, dike, or flow line to prevent sediment from entering the drainage inlet.
Erosion Control Blanket
To install erosion control blanket and geosynthetic fabric:
1. Secure blanket or fabric to the surface of the excavated sediment trap with staples and
embed in a trench adjacent to the drainage inlet
2. Anchor the perimeter edge of the erosion control blanket in a trench
Silt Fence
If silt fence is used as a linear sediment barrier:
1. Place fence along the perimeter of the erosion control blanket, with the posts facing the
drainage inlet
2. Install fence with the bottom edge of the silt fence fabric in a trench. Backfill the trench
with soil and compact manually
Gravel Bag Berm
If gravel bag berm is used as a linear sediment barrier:
1. Place gravel-filled bags end-to-end to eliminate gaps
2. Stack bags in a way that the bags in the top row overlap the joints in the lower row
If gravel bag berms are used for Type 3A and Type 3B:
1. Place gravel-filled bags end-to-end to eliminate gaps
2. Stack bags in a way that the bags in the top row overlap the joints in the lower row
3. Arrange bags to create a spillway by removing one or more gravel-filled bags from the
upper layer
If used within shoulder area, place gravel-filled bags behind temporary railing Type K).
Fiber Rolls
If fiber rolls are used as a linear sediment barrier:
1. Place fiber rolls in a furrow.
2. Secure fiber rolls with stakes installed along the length of the fiber rolls. Stakes must be
installed from 6 to 12 inches from the end of the rolls.
If fiber rolls are used as a linear sediment barrier for Type 4A, place them over the erosion
control blanket.
Foam Barriers
If foam barriers are used as a linear sediment barrier:
Book One San Benancio/State Route 68 Intersection Improvements 451
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????1. Install barriers with the horizontal flap in a 3 inch deep trench and secured with nails and
washers placed no more than 4 feet apart
2. Secure barriers with 2 nails at the connection points where separate units overlap
3. Place barriers without nails or stakes piercing the core
Flexible Sediment Barriers
If flexible sediment barriers are used:
1. Secure barriers to the pavement with nails and adhesive, gravel-filled bags, or a
combination
2. Install barriers flush against the sides of concrete, asphalt concrete, or hot mix asphalt
curbs or dikes
3. Place barriers to provide a tight joint with the curb or dike and anchored in a way that
runoff cannot flow behind the barrier
If flexible sediment barriers are used for Type 4B:
1. Secure barriers to the pavement according to the angle and spacing shown on the plans
2. Place barriers to provide a tight joint with the curb or dike. Cut the cover fabric or jacket
to ensure a tight fit
Rigid Sediment Barriers
If rigid sediment barriers are used at a grated catch basin without a curb inlet:
1. Place barriers using the gasket to prevent runoff from flowing under the barrier
2. Secure barriers to the pavement with nails and adhesive, gravel-filled bags, or a
combination
If rigid sediment barriers are used for linear sediment barriers:
1. Install barriers in a trench. Backfill the trench with soil and compact manually
2. Place barrier with separate units overlapping at least 4 inches
3. Reinforce barriers with a wood stake at each overlap
4. Fasten barriers to the wood stakes with steel screws, 16 gauge galvanized steel wire, or
with UV stabilized cable ties that are from 5 to 7 inches in length
Sediment Filter Bags
Install sediment filter bags for Type 5 by:
1. Removing the drainage inlet grate
2. Placing the sediment bag in the opening
3. Replacing the grate to secure the sediment filter bag in place
MAINTENANCE
Maintain temporary drainage inlet protection to provide sediment holding capacity and to
reduce runoff velocities.
Remove sediment deposits, trash, and debris from temporary drainage inlet protection as
needed or when directed by the Engineer. If removed sediment is deposited within project
limits, it must be stabilized and not subject to erosion by wind or water. Trash and debris must
be removed and disposed of as specified in Section 7-1.13, Disposal of Material Outside the
Highway Right of Way," of the Standard Specifications.
Maintain temporary drainage inlet protection by removing sediment from:
1. Behind flexible sediment barriers when sediment exceeds 1 inch in depth
2. Surface of the erosion control blanket when sediment exceeds 1 inch in depth
3. Sediment trap for Type 2 when the volume has been reduced by approximately one-half
Book One San Benancio/State Route 68 Intersection Improvements 452
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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68-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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WORKS-U012
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E.-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
CONSIDER-U012
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A-U012
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MAKING-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
TO-U012
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APPROVED-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
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AUTHORIZING-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????4. Behind silt fence when the sediment is 1 /3 the height of the silt fence fabric above ground
5. Sediment filter bags when filled or when the restraint cords are no longer visible
If rills and other evidence of concentrated runoff occur beneath the linear sediment barrier,
repair or adjust the barrier.
If silt fence fabric becomes split, torn, or unraveled, repair or replace silt fence.
If geosynthetic fabric becomes split, torn, or unraveled, repair or replace foam barriers.
Repair or replace sagging or slumping linear sediment barriers with additional stakes.
Replace broken or split wood stakes.
Reattach foam barriers and rigid plastic barriers that become detached or dislodged from the
pavement.
Repair split or torn rigid plastic barriers with 16 gauge galvanized steel wire or UV stabilized
cable ties that are from 5 to 7 inches in length.
For sediment filter bags without metal frames, empty by placing one inch steel reinforcing
bars through the lifting loops and then lift the filled bag from the drainage inlet. For sediment
filter bags with metal frames, empty by lifting the metal frame from the drainage inlet. Rinse
before replacing in the drainage inlet. When rinsing the sediment filter bags, do not allow the
rinse water to enter a drain inlet or waterway.
Repair temporary drainage inlet protection within 24 hours of discovering damage unless the
Engineer approves a longer period.
If your vehicles, equipment, or activities disturb or displace temporary drainage inlet
protection, repair temporary drainage inlet protection at your expense.
The Department does not pay maintenance costs for cleanup, repair, removal, disposal, or
replacement due to improper installation or your negligence.
REMOVAL
When the Engineer determines that the temporary drainage inlet protection is not required, it
must be removed and disposed of under Section 7-1.13, Disposal of Material Outside the
Highway Right of Way," of the Standard Specifications.
Ground disturbance, including holes and depressions, caused by the installation and removal
of the temporary drainage inlet protection must be backfilled and repaired under Section 15-1.02,
Preservation of Property," of the Standard Specifications.
MEASUREMENT AND PAYMENT
Quantities of temporary drainage inlet protection will be determined from actual count in
place. The protection will be measured one time only and no additional measurement will be
recognized.
The contract unit price paid for temporary drainage inlet protection includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in constructing the temporary drainage inlet protection, complete in place,
including removal of materials, cleanup and disposal of retained sediment and debris, and
backfilling and repairing holes, depressions and other ground disturbance, as shown on the plans,
as specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
No additional compensation will be made if the temporary drainage inlet protection is
relocated during the course of construction.
The State and you share the cost of maintaining the temporary drainage inlet protection. The
State determines the maintenance cost under Section 9-1.03, Force Account Payment," of the
Standard Specifications and pays you one-half of that cost.
Book One San Benancio/State Route 68 Intersection Improvements 453
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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SAN-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
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B.-U012
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A-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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WORKS-U012
TO-U012
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PLANS-U012
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IN-U012
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JANUARY-U012
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OF-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????10-1.11 STREET SWEEPING
GENERAL
Summary
This work includes street sweeping.
The SWPPP must describe and include the use of street sweeping as a water pollution control
practice for sediment control and tracking control.
Submittals
At least 5 business days before starting clearing and grubbing, earthwork, or other activities
with the potential for tracking sediment or debris, submit:
1. Number of sweepers described in the SWPPP
2. Type of sweeper technology
Quality Control and Assurance
Retain and submit records of street sweeping including:
1. Quantity of sweeping waste disposal
2. Sweeping times and locations
CONSTRUCTION
Street Sweepers
Sweepers must use one of these technologies:
1. Mechanical sweeper followed by a vacuum-assisted sweeper
2. Vacuum-assisted dry waterless) sweeper
3. Regenerative-air sweeper
Operation
Street sweeping must be done at:
1. Paved roads at job site entrance and exit locations
2. Paved areas within the job site that flow to storm drains or water bodies
Street sweeping must be done:
1. During clearing and grubbing activities
2. During earthwork activities
3. During trenching activities
4. During roadway structural section activites
5. When vehicles are entering and leaving the job site
6. After soil disturbing activities
7. After observing offsite tracking of material
Monitor paved areas and roadway within the jobsite. Street sweeping must be done:
1. Within 1 hour, if sediment or debris is observed during activities that require sweeping
2. Within 24 hours, if sediment or debris is observed during activities that do not require
sweeping
At least 1 sweeper must be on the job site at all times when sweeping work is required. The
sweeper must be in good working order.
Perform street sweeping to minimize dust. If dust generation is excessive or sediment pickup
is ineffective, use water or a vacuum.
Book One San Benancio/State Route 68 Intersection Improvements 454
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
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STATE-U012
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68-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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10-111065;-U012
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JANUARY-U012
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2011,-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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FO21330-U03
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
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VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
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B.-U012
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A-U012
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PROGRAM-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????You may stockpile collected material on the jobsite according to the approved SWPPP.
Dispose of collected material at least once per week.
Material collected during street sweeping must be removed and disposed of under Section 7-
1.13, Disposal of Material Outside the Highway Right of Way," of the Standard Specifications.
Your WPCM must inspect paved roads at job site access points:
1. Daily if earthwork and other sediment or debris generating activities occur daily
2. Weekly if earthwork and other sediment or debris generating activities do not occur daily
3. When the National Weather Service predicts precipitation with a probability of at least 30
percent
MEASUREMENT AND PAYMENT
The contract lump sum price paid for street sweeping includes full compensation for
furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work
involved in street sweeping, including disposal of collected material, as shown on the plans, as
specified in the Standard Specifications, these Special Provisions, and as directed by the
Engineer.
10-1.12 PROGRESS SCHEDULE CRITICAL PATH METHOD)
GENERAL
Summary
Comply with Section 8-1.04, Progress Schedule," of the Standard Specifications, except you
must:
1. Use a computer software to prepare the schedule
2. Furnish compatible software for the Engineer's exclusive possession and use
You are responsible for assuring that all activity sequences are logical and that each schedule
shows a coordinated plan for complete performance of the work.
Definitions
contract completion date: The current extended date for completion of the contract shown
on the weekly statement of working days furnished by the Engineer as specified in
Section 8-1.06, Time of Completion," of the Standard Specifications.
data date: The day after the date through which a schedule is current. Everything occurring
earlier than the data date is as-built" and everything on or after the data date is
planned."
float: The difference between the earliest and latest allowable start or finish times for an
activity.
milestone: An event activity that has zero duration and is typically used to represent the
beginning or end of a certain stage of the project.
near critical path: A chain of activities with total float exceeding that of the critical path
but having no more than 10 working days of total float.
time-scaled network diagram: A graphic depiction of a CPM schedule comprised of
activity bars with relationships for each activity represented by arrows. The tail of each
arrow connects to the activity bar for the predecessor and points to the successor.
total float: The amount of time that an activity or chain of activities can be delayed before
extending the scheduled completion date.
Book One San Benancio/State Route 68 Intersection Improvements 455
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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7/19/2010-U011
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Submittals
General Requirements
Submit to the Engineer baseline, monthly updated, and final updated schedules, each
consistent in all respects with the time and order of work requirements of the contract. Perform
work in the sequence indicated on the current accepted schedule.
Each schedule must show:
1. Calculations using critical path method to determine controlling activities.
2. Duration activities less than 20 working days.
3. Each required constraint. Constraints other than those required by the Special Provisions
may be included only if authorized.
The Engineer's review and acceptance of schedules does not waive any contract requirements
and does not relieve you of any obligation or responsibility for submitting complete and accurate
information. Correct rejected schedules and resubmit them within 7 days of notification by the
Engineer, at which time a new review period of 7 days will begin.
Errors or omissions on schedules do not relieve you from finishing all work within the time
limit specified for completion of the contract. If, after a schedule has been accepted by the
Engineer, either you or the Engineer discover that any aspect of the schedule has an error or
omission, you must correct it on the next updated schedule.
Computer Software
Submit to the Engineer for review a description of proposed schedule software to be used.
After the Engineer accepts the proposed software, furnish schedule software and all original
software instruction manuals. All software must be compatible with the current version of the
Windows operating system in use by the Engineer. The schedule software must include:
1. Latest version of Primavera SureTrak Project Manager for Windows, or equivalent
2. Latest version of schedule-comparing HST SureChange, or equivalent
If a schedule software equivalent to SureTrak is proposed, it must be capable of generating
files that can be imported into SureTrak. The schedule-comparing software must be compatible
with schedule software submitted and must be able to compare two schedules and provide
reports of changes in activity ID, activity description, constraints, calendar assignments,
durations, and logic ties.
The schedule software and schedule-comparing software will be returned to you before the
final estimate. The Department will compensate you as specified in Section 4-1.03, Extra
Work," of the Standard Specifications for replacement of software or manuals damaged, lost, or
stolen after delivery to the Engineer.
Instruct the Engineer in the use of the software and provide software support until the
contract is accepted. Within 15 days of contract approval, provide a commercial 8-hour training
session for 2 Department employees in the use of the software at a location acceptable to the
Engineer. It is recommended that you also send at least 2 employees to the same training session
to facilitate development of similar knowledge and skills in the use of the software. If schedule
software other than SureTrak is submitted, then the training session must be a total of 16-hours
for each Department employee.
Network Diagrams, Reports, and Data
Include the following with each schedule submittal:
1. Two sets of originally plotted, time-scaled network diagrams
2. One read-only compact disk or floppy diskette containing the schedule data
The time-scaled network diagrams must conform to the following:
1. Show a continuous flow of information from left to right
Book One San Benancio/State Route 68 Intersection Improvements 456
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????2. Be based on early start and early finish dates of activities
3. Clearly show the critical path using graphical presentation
4. Be prepared on 11 x 17" or larger size
5. Include a title block and a timeline on each page
Baseline Schedule
Submit to the Engineer a baseline schedule within 20 days of approval of the contract. Allow
20 days for the Engineer's review after the baseline schedule and all support data are submitted.
Beginning the week the baseline schedule is first submitted, meet with the Engineer weekly to
discuss and resolve schedule issues until the baseline schedule is accepted.
The baseline schedule must include the entire scope of work and must show how you plan to
complete all work contemplated. Multiple critical paths and near-critical paths must be kept to a
minimum. A total of not more than 50 percent of the baseline schedule activities must be critical
or near critical, unless otherwise authorized by the Engineer.
The baseline schedule must not extend beyond the number of working days originally
provided in these Special Provisions.
Updated Schedule
Submit an updated schedule and meet with the Engineer to review contract progress on or
before the 1st day of each month, beginning one month after the baseline schedule is accepted.
Allow 15 days for the Engineer's review after the updated schedule and all support data are
submitted, except that the review period will not start until any previous month's required
schedule is accepted. Updated schedules that are not accepted or rejected within the review
period are considered accepted by the Engineer.
The updated schedule must show:
1. Data date of the 21st day of the month or other date established by the Engineer
2. Changes from approved revised schedules
Final Updated Schedule
Submit a final updated schedule with actual start and finish dates for the activities within 30
days after completion of contract work. Provide a written certificate with this submittal signed
by your project manager or an officer of the company stating, To my knowledge and belief, the
enclosed final updated schedule reflects the actual start and finish dates of the actual activities
for the project contained herein." An officer of the company may delegate in writing the
authority to sign the certificate to a responsible manager.
PAYMENT
Full compensation for furnishing software is considered as included in the contract prices
paid for the various items of work involved and no additional compensation will be allowed.
10-1.13 CONSTRUCTION AREA TRAFFIC CONTROL DEVICES
Flagging, signs, and temporary traffic control devices furnished, installed, maintained, and
removed when no longer required shall conform to the provisions in Section 12, Construction
Area Traffic Control Devices," of the Standard Specifications and these Special Provisions.
Category 1 temporary traffic control devices are defined as small and lightweight less than
100 pounds) devices. These devices shall be certified as crashworthy by crash testing, crash
testing of similar devices, or years of demonstrable safe performance. Category 1 temporary
traffic control devices include traffic cones, plastic drums, portable delineators, and channelizers.
Book One San Benancio/State Route 68 Intersection Improvements 457
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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PROGRAM-U012
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NO.-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
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BIB]
40444-U01
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LI21329-U03
FO21330-U03
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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B.-U012
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JANUARY-U012
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BIB]
40453-U01
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FO89518-U03
MG89556-U03
AS89575-U03
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DO94108-U03
C1-U03
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8/4/2010-U04
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REPORTING-U07
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7/19/2010-U011
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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B.-U012
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A-U012
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PROGRAM-U012
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C.-U012
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STATE-U012
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NO.-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????If requested by the Engineer, the Contractor shall provide written self-certification for
crashworthiness of Category 1 temporary traffic control devices at least 5 business days before
beginning any work using the devices or within 2 business days after the request if the devices
are already in use. Self-certification shall be provided by the manufacturer or Contractor and
shall include the following:
A. Date,
B. Federal Aid number if applicable),
C. Contract number, district, county, route and post mile of project limits,
D. Company name of certifying vendor, street address, city, state and zip code,
E. Printed name, signature and title of certifying person; and
F. Category 1 temporary traffic control devices that will be used on the project.
The Contractor may obtain a standard form for self-certification from the Engineer.
Category 2 temporary traffic control devices are defined as small and lightweight less than
100 pounds) devices that are not expected to produce significant vehicular velocity change, but
may cause potential harm to impacting vehicles. Category 2 temporary traffic control devices
include barricades and portable sign supports.
Category 2 temporary traffic control devices shall be on the Federal Highway
Administration's FHWA) list of Acceptable Crashworthy Category 2 Hardware for Work Zones.
This list is maintained by FHWA and can be located at:
http://safety.fhwa.dot.gov/roadway dept/policy_guide/road_hardware/listing.cftn?code=wor
kzone
The Department also maintains this list at:
http://www.dot.ca.gov/hq/traffops/signtech/signdel/pdf/Category2.pdf
Category 2 temporary traffic control devices that have not received FHWA acceptance shall
not be used. Category 2 temporary traffic control devices in use that have received FHWA
acceptance shall be labeled with the FHWA acceptance letter number and the name of the
manufacturer. The label shall be readable and permanently affixed by the manufacturer.
Category 2 temporary traffic control devices without a label shall not be used.
If requested by the Engineer, the Contractor shall provide a written list of Category 2
temporary traffic control devices to be used on the project at least 5 business days before
beginning any work using the devices or within 2 business days after the request if the devices
are already in use.
Category 3 temporary traffic control devices consist of temporary traffic-handling equipment
and devices that weigh 100 pounds or more and are expected to produce significant vehicular
velocity change to impacting vehicles. Temporary traffic-handling equipment and devices
include crash cushions, truck-mounted attenuators, temporary railing, temporary barrier, and end
treatments for temporary railing and barrier.
Type III barricades may be used as sign supports if the barricades have been successfully
crash tested, meeting the NCHRP Report 350 criteria, as one unit with a construction area sign
attached.
Category 3 temporary traffic control devices shall be shown on the plans or on the
Department's Highway Safety Features list. This list is maintained by the Division of
Engineering Services and can be found at:
http://www.dot.ca.gov/hq/esc/approved_products list/
Category 3 temporary traffic control devices that are not shown on the plans or not listed on
the Department's Highway Safety Features list shall not be used.
Book One San Benancio/State Route 68 Intersection Improvements 458
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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JANUARY-U012
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40444-U01
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40453-U01
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FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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OR-U012
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EFFECTIVE-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Full compensation for providing self-certification for crashworthiness of Category 1
temporary traffic control devices and for providing a list of Category 2 temporary traffic control
devices used on the project shall be considered as included in the prices paid for the various
items of work requiring the use of the Category 1 or Category 2 temporary traffic control devices
and no additional compensation will be allowed therefor.
10-1.14 CONSTRUCTION AREA SIGNS
Construction area signs for temporary traffic control shall be furnished, installed, maintained,
and removed when no longer required in conformance with the provisions in Section 12,
Construction Area Traffic Control Devices," of the Standard Specifications and these Special
Provisions.
Attention is directed to Furnish Sign" of these Special Provisions.
Attention is directed to the provisions in Prequalified and Tested Signing and Delineation
Materials" of these Special Provisions. Type II retroreflective sheeting shall not be used on
construction area sign panels. Type III, IV, VII, VIII, or IX retroreflective sheeting shall be used
for stationary mounted construction area sign panels.
Attention is directed to Construction Project Information Signs" of these Special Provisions
regarding the number and type of construction project information signs to be furnished, erected,
maintained, and removed and disposed of.
Unless otherwise shown on the plans or specified in these Special Provisions, the color of
construction area warning and guide signs shall have black legend and border on orange
background, except W10-1 or W47(CA) Highway-Rail Grade Crossing Advance Warning) sign
shall have black legend and border on yellow background.
Orange background on construction area signs shall be fluorescent orange.
Repair to construction area sign panels will not be allowed, except when approved by the
Engineer. At nighttime under vehicular headlight illumination, sign panels that exhibit irregular
luminance, shadowing or dark blotches shall be immediately replaced at the Contractor's
expense.
The Contractor shall notify the appropriate regional notification center for operators of
subsurface installations at least 2 business days, but not more than 14 days, prior to commencing
excavation for construction area sign posts. The regional notification centers include, but are not
limited to, the following:
Notification Center
Underground Service Alert
Telephone Number
811
Excavations required to install construction area signs shall be performed by hand methods
without the use of power equipment, except that power equipment may be used if it is
determined there are no utility facilities in the area of the proposed post holes. The post hole
diameter, if backfilled with portland cement concrete, shall be at least 4 inches greater than the
longer dimension of the post cross section.
Construction area signs placed within 15 feet from the edge of the travel way shall be
mounted on stationary mounted sign supports as specified in Construction Area Traffic Control
Devices" of these Special Provisions.
The Contractor shall maintain accurate information on construction area signs. Signs that are
no longer required shall be immediately covered or removed. Signs that convey inaccurate
information shall be immediately replaced or the information shall be corrected. Covers shall be
replaced when they no longer cover the signs properly. The Contractor shall immediately restore
to the original position and location any sign that is displaced or overturned, from any cause,
during the progress of work.
Book One San Benancio/State Route 68 Intersection Improvements 459
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
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MITIGATION-U012
MEASURES;-U012
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PROGRAM-U012
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NO.-U012
10-111065;-U012
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SPECIFICATIONS;-U012
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OF-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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LI21329-U03
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MODIFICATIONS-U07
TO-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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JANUARY-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
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FO85769-U03
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REPORTING-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
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BY-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
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68-U012
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C.-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????10-1.15 MAINTAINING TRAFFIC
Maintaining traffic shall conform to the provisions in Sections 7-1.08, Public Convenience,"
Section 7-1.09, Public Safety," and Section 12, Construction Area Traffic Control Devices," of
the Standard Specifications and these Special Provisions.
Closure is defined as the closure of a traffic lane or lanes, including shoulder, ramp or
connector lanes, within a single traffic control system.
Closures shall conform to the provisions in Traffic Control System for Lane Closure" of
these Special Provisions.
Work that interferes with public traffic shall be limited to the hours when lane closures are
allowed, except for work required under Sections 7-1.08, Public Convenience," and Section 7-
1.09, Public Safety."
Designated legal holidays are as follows: January 1, the third Monday in February, the last
Monday in May, July 4, the first Monday in September, November 11, Thanksgiving Day, and
December 25. When a designated legal holiday falls on a Sunday, the following Monday shall
be a designated legal holiday. When November 11 falls on a Saturday, the preceding Friday
shall be a designated legal holiday.
Special days are as follows: February 7-13, 2011, June 13-20, 2011, August 12-15, 2011,
and as directed by the Engineer.
The following community events actual event dates not available) may impact traffic:
Carmel Valley Art & Wine Festival June 2011, MotoGP Championship Race July 2011,
Concorso Italiano Car Show August 2011, Carmel Valley Fiesta Parade August 2011,
California International Airshow August 2011.
Under one-way reversing traffic control operations, public traffic may be stopped in one
direction for periods not to exceed 5 minutes. After each stoppage, all accumulated traffic for
that direction shall pass through the work zone before another stoppage is made.
The maximum length of a single stationary lane closure shall be 0.25 miles.
Local authorities shall be notified at least 5 business days before work begins. The
Contractor shall cooperate with local authorities to handle traffic through the work area and shall
make arrangements to keep the work area clear of parked vehicles.
C43(CA) FRESH CONCRETE) sign shall be used at the beginning of the approach slab
work area. The sign shall be in place during the entire curing period.
During erection of signal poles and mast arms, the road may be closed and public traffic
stopped for periods not to exceed 10 minutes. After one closure is made, accumulated traffic
shall pass through the work before another closure is allowed.
Personal vehicles of the Contractor's employees shall not be parked on the traveled way or
shoulders including sections closed to public traffic.
When work vehicles or equipment are parked within 6 feet of a traffic lane to perform active
construction, the shoulder area shall be closed as shown on the plans.
If minor deviations from the lane requirement charts are required, a written request shall be
submitted to the Engineer at least 15 days before the proposed date of the closure. The Engineer
may approve the deviations if there is no significant increase in the cost to the State and if the
work can be expedited and better serve the public traffic.
Full compensation for furnishing, erecting, maintaining, and removing and disposing of the
C43(CA) signs shall be considered as included in the contract lump sum price paid for
construction area signs and no additional compensation will be allowed therefor.
Book One San Benancio/State Route 68 Intersection Improvements 460
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
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300-PUBLIC-U08
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FERNANDEZ-U09
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7/19/2010-U011
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17,-U012
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2011,-U012
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40453-U01
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MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Lane Closure Restriction for Desi nated Legal Holidays and Special Days
Thu Fri Sat Sun Mon Tues Wed Thu Fri Sat Sun
x H
xx
xx
xx
SD
xx
x
xx H
xx
xx
SD
xx
x
xx H
xx
xx
SD
xx
x
xx
xx H
xx
xxx
x
xx
xx SD
xx
xxx
x H
xx
x SD
xx
x H
xx
SD
xx
x H
xx
xx
xx
xx
SD
xx
Legends:
Refer to lane closure charts
x The full width of the traveled way shall be open for use by public traffic after
xx The full width of the traveled way shall be open for use by public traffic.
xxx The full width of the traveled way shall be open for use by public traffic until
H Designated Legal Holiday
SD Special Day
Pedestrian access facilities shall be provided through construction areas within the right of
way as shown on the plans and as specified herein. Pedestrian walkways shall be surfaced with
hot mix asphalt, portland cement concrete or timber. The surface shall be skid resistant and free
of irregularities. Hand railings shall be provided on each side of pedestrian walkways as
necessary to protect pedestrian traffic from hazards due to construction operations or adjacent
vehicular traffic. Protective overhead covering shall be provided as necessary to insure
protection from falling objects and drip from overhead structures.
In addition to the required openings through falsework, pedestrian facilities shall be provided
during pile driving, footing, wall, and other bridge construction operations. At least one
walkway shall be available at all times. If the Contractor's operations require the closure of one
walkway, then another walkway shall be provided nearby, off the traveled roadway.
Railings shall be constructed of wood, S4S, and shall be painted white. Railings and
walkways shall be maintained in good condition. Walkways shall be kept clear of obstructions.
Full compensation for providing pedestrian facilities shall be considered as included in the
prices paid for the various contract items of work involved and no additional compensation will
be allowed therefor.
Book One San Benancio/State Route 68 Intersection Improvements 461
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
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8/4/2010-U04
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15366-U05
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CONDUCT-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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FINDINGS-U012
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PROGRAM-U012
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IMPROVEMENTS;-U012
C.-U012
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68-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
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PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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FINDINGS-U012
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PROGRAM-U012
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C.-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
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BUDGET.-U012
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40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
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MG89556-U03
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C1-U03
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3-U06
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CONDUCT-U07
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PUBLIC-U07
HEARING-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Chart No. 1
Conventional Highway Lane Requirements
County: Monterey Route/Direction: 68/ WB & EB PM: 13.1/13.6
Closure Limits: At the intersection of Route 68 and San Benancio Road
FROM HOUR TO HOUR 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Mondays through Thursdays R R R R R 1 1 1 1 1 1 R R R R
Fridays R R R R R
Saturdays
Sundays R R
Legend:
R Provide at least one through traffic lane, not less than 10 feet in width, for use by both directions of travel
Reversing Control)
1 One lane open in each direction of travel. Separate left turn lanes must be provided.
Work permitted within project right of way where shoulder or lane closure is not required.
REMARKS:
EA: OH8220
Date: 2/23/10 Chart valid for one year prior to advertisement.
10-1.16 CLOSURE REQUIREMENTS AND CONDITIONS
Closures shall conform to the provisions in Maintaining Traffic" of these Special Provisions
and these Special Provisions.
CLOSURE SCHEDULE
A written schedule of planned closures for the next week period, defined as Sunday noon
through the following Sunday noon, shall be submitted by noon each Monday. A written
schedule shall be submitted not less than 25 days and not more than 125 days before the
anticipated start of any operation that will:
1. Reduce horizontal clearances, traveled way, including shoulders, to two lanes or less due
to such operations as temporary barrier placement and paving
2. Reduce the vertical clearances available to the public due to such operations as pavement
overlay, overhead sign installation, or falsework or girder erection
The Closure Schedule shall show the locations and times of the proposed closures. The
Closure Schedule request forms furnished by the Engineer shall be used. Closure Schedules
submitted to the Engineer with incomplete or inaccurate information will be rejected and
returned for correction and resubmittal. The Contractor will be notified of disapproved closures
or closures that require coordination with other parties as a condition of approval.
Closure Schedule amendments, including adding additional closures, shall be submitted by
noon to the Engineer, in writing, at least 3 business days in advance of a planned closure.
Approval of Closure Schedule amendments will be at the discretion of the Engineer.
The Engineer shall be notified of cancelled closures 2 business days before the date of
closure.
Book One San Benancio/State Route 68 Intersection Improvements 462
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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FINDINGS-U012
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PROGRAM-U012
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C.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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IMPROVEMENTS-U012
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B.-U012
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40453-U01
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B.-U012
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MITIGATION-U012
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PROGRAM-U012
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PROVISIONS-U012
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BOOK ONE - CONTRACT NO. 10-11????Closures that are cancelled due to unsuitable weather may be rescheduled at the discretion of
the Engineer.
CONTINGENCY PLAN
A detailed contingency plan shall be prepared for reopening closures to public traffic. If
required by Beginning of Work, Time of Completion and Liquidated Damages" of these Special
Provisions, the contingency plan shall be submitted to the Engineer before work at the job site
begins. Otherwise, the contingency plan shall be submitted to the Engineer within one business
day of the Engineer's request.
LATE REOPENING OF CLOSURES
If a closure is not reopened to public traffic by the specified time, work shall be suspended in
conformance with the provisions in Section 8-1.05, Temporary Suspension of Work," of the
Standard Specifications. No further closures are to be made until the Engineer has accepted a
work plan, submitted by the Contractor, which will insure that future closures will be reopened
to public traffic at the specified time. The Engineer will have 2 business days to accept or reject
the Contractor's proposed work plan. The Contractor will not be entitled to compensation for the
suspension of work resulting from the late reopening of closures.
COMPENSATION
The Engineer shall be notified of delays in the Contractor's operations due to the following
conditions, and if, in the opinion of the Engineer, the Contractor's controlling operation is
delayed or interfered with by reason of those conditions, and the Contractor's loss due to that
delay could not have been avoided by rescheduling the affected closure or by judicious handling
of forces, equipment and plant, the delay will be considered a right of way delay and will be
compensated in conformance with the provisions in Section 8-1.09, Right of Way Delays," of
the Standard Specifications:
1. The Contractor's proposed Closure Schedule is denied and his planned closures are
within the time frame allowed for closures in Maintaining Traffic" of these Special
Provisions, except that the Contractor will not be entitled to compensation for
amendments to the Closure Schedule that are not approved.
2. The Contractor is denied a confirmed closure.
Should the Engineer direct the Contractor to remove a closure before the time designated in
the approved Closure Schedule, delay to the Contractor's schedule due to removal of the closure
will be considered a right of way delay and compensation for the delay will be determined in
conformance with the provisions in Section 8-1.09, Right of Way Delays," of the Standard
Specifications.
10-1.17 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE
A traffic control system shall consist of closing traffic lanes in conformance with the details
shown on the plans, the provisions in Section 12, Construction Area Traffic Control Devices,"
of the Standard Specifications, the provisions under Maintaining Traffic" and Construction
Area Signs" of these Special Provisions, and these Special Provisions.
The provisions in this section will not relieve the Contractor from the responsibility to
provide additional devices or take measures as may be necessary to comply with the provisions
in Section 7-1.09, Public Safety," of the Standard Specifications.
During traffic stripe operations and pavement marker placement operations using bituminous
adhesive, traffic shall be controlled, at the option of the Contractor, with either stationary or
moving lane closures. During other operations, traffic shall be controlled with stationary lane
Book One San Benancio/State Route 68 Intersection Improvements 463
CONTRACT NO. 10- 11 1 065
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BOOK ONE - CONTRACT NO. 10-11????closures. Attention is directed to the provisions in Section 84-1.04, Protection From Damage,"
and Section 85-1.06, Placement," of the Standard Specifications.
If components in the traffic control system are displaced or cease to operate or function as
specified, from any cause, during the progress of the work, the Contractor shall immediately
repair the components to the original condition or replace the components and shall restore the
components to the original location.
STATIONARY LANE CLOSURE
When lane closures are made for work periods only, at the end of each work period, all
components of the traffic control system, except portable delineators placed along open trenches
or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder.
If the Contractor so elects, the components may be stored at selected central locations designated
by the Engineer within the limits of the highway right of way.
One-way traffic shall be controlled through the project in conformance with the plan entitled
Traffic Control System for Lane Closure on Two Lane Conventional Highways" and these
Special Provisions.
Additional advance flaggers will be required.
When traffic is under one-way control on unpaved areas, the cones shown along the
centerline on the plan need not be placed.
Utilizing a pilot car will be at the option of the Contractor. If the Contractor elects to use a
pilot car, the cones shown along the centerline on the plan need not be placed. The pilot car shall
have radio contact with personnel in the work area. The maximum speed of the pilot car through
the traffic control zone shall be 25 miles per hour.
MOVING LANE CLOSURE
Flashing arrow signs used in moving lane closures shall be truck-mounted. Flashing arrow
signs shall be in the caution display mode when used on 2-lane highways. Changeable message
signs used in moving lane closure operations shall conform to the provisions in Section 12-3.12,
Portable Changeable Message Signs," of the Standard Specifications, except the signs shall be
truck-mounted. The full operation height of the bottom of the sign may be less than 7 feet above
the ground, but should be as high as practicable.
Truck-mounted attenuators TMA) for use in moving lane closures shall be any of the
following approved models, or equal:
1. Hexfoam TMA Series 3000, Alpha 1000 TMA Series 1000, and Alpha 2001 TMA
Series 2001, manufactured by Energy Absorption Systems, Inc., 35 East Wacker Drive,
Suite 1100, Chicago, IL 60601:
I.I. Northern California: Traffic Control Service, Inc., 8585 Thys Court, Sacramento,
CA 95828, telephone 800) 884-8274, FAX 916) 387-9734.
1.2. Southern California: Traffic Control Service, Inc., 1818 E. Orangethorpe,
Fullerton, CA 92831-5324, telephone 800) 222-8274, FAX 714) 526-9501.
2. Cal T-001 Model 2 or Model 3, manufacturer and distributor: Hexcel Corporation,
11711 Dublin Boulevard, P.O. Box 2312, Dublin, CA 94568, telephone 925) 551-4900.
3. Renco Rengard Model Nos. CAM 8-815 and RAM 8-815, manufacturer and distributor:
Renco Inc., 1582 Pflugerville Loop Road, P.O. Box 730, Pflugerville, TX 78660-0730,
telephone 800) 654-8182.
Each TMA shall be individually identified with the manufacturer's name, address, TMA
model number, and a specific serial number. The names and numbers shall each be a minimum
1/2 inch high and located on the left street) side at the lower front corner. The TMA shall have
a message next to the name and model number in 1/2 inch high letters which states, The bottom
Book One San Benancio/State Route 68 Intersection Improvements 464
CONTRACT NO. 10-111065
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????of this TMA shall be inches inch above the ground at all points for proper impact
performance." The blanks shall be filled in per manufacturer's specifications. A TMA which is
damaged or appears to be in poor condition shall not be used unless recertified by the
manufacturer. The Engineer shall be the sole judge whether used TMAs supplied under this
contract need recertification. Each unit shall be certified by the manufacturer to meet the
requirements for TMAs in conformance with the standards established by the Transportation
Laboratory.
Approvals for new TMA designs proposed as equal to the above approved models shall be in
conformance with the procedures including crash testing) established by the Transportation
Laboratory. For information regarding submittal of new designs for evaluation contact:
Transportation Laboratory, 5900 Folsom Boulevard, Sacramento, CA 95819.
New TMAS proposed as equal to approved WAS or approved TMAs determined by the
Engineer to need recertification shall not be used until approved or recertified by the
Transportation Laboratory.
PAYMENT
The contract lump sum price paid for traffic control system shall include full compensation
for furnishing all labor including flagging) materials including signs), tools, equipment, and
incidentals, and for doing all the work involved in placing, removing, storing, maintaining,
moving to new locations, replacing, and disposing of the components of the traffic control
system and for furnishing and operating the pilot car, including driver, radios, other equipment,
and labor required), as shown on the plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer.
The adjustment provisions in Section 4-1.03, Changes," of the Standard Specifications shall
not apply to the item of traffic control system. Adjustments in compensation for traffic control
system will be made only for increased or decreased traffic control system required by changes
ordered by the Engineer and will be made on the basis of the cost of the increased or decreased
traffic control necessary. The adjustment will be made on a force account basis as provided in
Section 9-1.03, Force Account Payment," of the Standard Specifications for increased work,
and estimated on the same basis in the case of decreased work.
Traffic control system required by work which is classed as extra work, as provided in
Section 4-1.03D of the Standard Specifications, will be paid for as a part of the extra work.
10-1.18 TEMPORARY PAVEMENT DELINEATION
Temporary pavement delineation shall be furnished, placed, maintained, and removed in
conformance with the provisions in Section 12-3.01, General," of the Standard Specifications
and these Special Provisions. Nothing in these Special Provisions shall be construed as reducing
the minimum standards specified in the California MUTCD or as relieving the Contractor from
the responsibilities specified in Section 7-1.09, Public Safety," of the Standard Specifications.
GENERAL
When the work causes obliteration of pavement delineation, temporary or permanent
pavement delineation shall be in place before opening the traveled way to public traffic.
Laneline or centerline pavement delineation shall be provided for traveled ways open to public
traffic.
The Contractor shall perform the work necessary to establish the alignment of temporary
pavement delineation, including required lines or markers. Surfaces to receive application of
paint or removable traffic tape temporary pavement delineation shall be dry and free of dirt and
loose material. Temporary pavement delineation shall not be applied over existing pavement
delineation or other temporary pavement delineation. Temporary pavement delineation shall be
Book One San Benancio/State Route 68 Intersection Improvements 465
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
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300-PUBLIC-U08
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7/19/2010-U011
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MEASURES;-U012
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BIB]
40444-U01
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
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BOOK ONE - CONTRACT NO. 10-11????maintained until superseded or replaced with a new pattern of temporary pavement delineation or
permanent pavement delineation, or as determined by the Engineer.
Temporary pavement markers, including underlying adhesive, and removable traffic tape that
are applied to the final layer of surfacing or existing pavement to remain in place or that conflicts
with a subsequent or new traffic pattern for the area shall be removed when no longer required
for the direction of public traffic, as determined by the Engineer.
TEMPORARY LANELINE AND CENTERLINE DELINEATION
When lanelines or centerlines are obliterated and temporary pavement delineation to replace
the lines is not shown on the plans, the minimum laneline and centerline delineation to be
provided for that area shall be temporary pavement markers placed at longitudinal intervals of
not more than 24 feet. The temporary pavement markers shall be the same color as the laneline
or centerline the pavement markers replace. Temporary pavement markers shall be, at the option
of the Contractor, one of the temporary pavement markers listed for short term day/night use
14 days or less) or long term day/night use 180 days or less) in Prequalified and Tested
Signing and Delineation Materials" of these Special Provisions. The temporary pavement
markers shall be placed in conformance with the manufacturer's instructions. Temporary
pavement markers for long term day/night use 180 days or less) shall be cemented to the
surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not
be used to place the temporary pavement markers in areas where removal of the temporary
pavement markers will be required.
Temporary laneline or centerline delineation consisting entirely of temporary pavement
markers listed for short term day/night use 14 days or less), shall be placed on longitudinal
intervals of not more than 24 feet and shall be used for a maximum of 14 days on lanes opened to
public traffic. Before the end of the 14 days the permanent pavement delineation shall be placed.
If the permanent pavement delineation is not placed within the 14 days, the Contractor shall
replace the temporary pavement markers and provide additional temporary pavement delineation
and shall bear the cost thereof. The additional temporary pavement delineation to be provided
shall be equivalent to the pattern specified for the permanent pavement delineation for the area,
as determined by the Engineer.
TEMPORARY EDGELINE DELINEATION
On multilane roadways freeways and expressways), when edgelines are obliterated and
temporary pavement delineation to replace those edgelines is not shown on the plans, the
edgeline delineation to be provided for those areas adjacent to lanes open to public traffic shall
be as follows:
1. Temporary pavement delineation for right edgelines shall, at the option of the Contractor,
consist of either a solid 4-inch wide traffic stripe tape of the same color as the stripe it
replaces, traffic cones, portable delineators or channelizers placed at longitudinal
intervals not to exceed 100 feet.
2. Temporary pavement delineation for left edgelines shall, at the option of the Contractor,
consist of either solid 4-inch wide traffic stripe tape of the same color as the stripe it
replaces, traffic cones, portable delineators or channelizers placed at longitudinal
intervals not to exceed 100 feet or temporary pavement markers placed at longitudinal
intervals of not more than 6 feet.
Where removal of the 4-inch wide traffic stripe will not be required, painted traffic stripe
conforming to the provisions of Temporary Traffic Stripe Paint)" of these Special Provisions
may be used.
Book One San Benancio/State Route 68 Intersection Improvements 466
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
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TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The lateral offset for traffic cones, portable delineators or channelizers used for temporary
edgeline delineation shall be as determined by the Engineer. If traffic cones or portable
delineators are used as temporary pavement delineation for edgelines, the Contractor shall
provide personnel to remain at the project site to maintain the cones or delineators during the
hours of the day that the portable delineators are in use.
Channelizers used for temporary edgeline delineation shall be the surface mounted type and
shall be orange in color. Channelizer bases shall be cemented to the pavement in the same
manner provided for cementing pavement markers to pavement in Pavement Markers" of these
Special Provisions, except epoxy adhesive shall not be used to place channelizers on the top
layer of pavement. Channelizers shall be, at the Contractor's option, one of the surface mount
types 36 inch) listed in Prequalified and Tested Signing and Delineation Materials" of these
Special Provisions.
Temporary edgeline delineation shall be removed when no longer required for the direction
of public traffic as determined by the Engineer.
TEMPORARY TRAFFIC STRIPE PAINT)
The painted temporary traffic stripe shall be complete in place at the location shown before
opening the traveled way to public traffic. Removal of painted temporary traffic stripe will not
be required.
Temporary painted traffic stripe shall conform to the provisions in Section 84-3, Painted
Traffic Stripes and Pavement Markings," of the Standard Specifications, except for payment. At
the option of the Contractor, either one or 2 coats shall be applied regardless of whether on new
or existing pavement.
TEMPORARY PAVEMENT MARKING PAINT)
Temporary pavement marking consisting of painted pavement marking shall be applied and
maintained at the locations shown on the plans. The painted temporary pavement marking shall
be complete in place at the location shown before opening the traveled way to public traffic.
Removal of painted temporary pavement marking will not be required.
Temporary painted pavement marking shall conform to the provisions in Paint Traffic Stripe
and Pavement Marking" of these Special Provisions, except for payment. At the option of the
Contractor, either one or 2 coats shall be applied regardless whether on new or existing
pavement.
At the Contractor's option, temporary removable pavement marking tape or permanent
pavement marking tape listed in Prequalified and Tested Signing and Delineation Materials" of
these Special Provisions may be used instead of painted temporary pavement markings. When
pavement marking tape is used, regardless of which type of tape is placed, the tape will be
measured and paid for by the square foot as temporary pavement marking paint).
TEMPORARY PAVEMENT MARKERS
Temporary pavement markers shall be applied complete in place before opening the traveled
way to public traffic.
Temporary pavement markers shall be, at the option of the Contractor, one of the temporary
pavement markers for long term day/night use 180 days or less) listed in Prequalified and
Tested Signing and Delineation Materials" of these Special Provisions.
Temporary pavement markers shall be placed in conformance with the manufacturer's
instructions and shall be cemented to the surfacing with the adhesive recommended by the
manufacturer, except epoxy adhesive shall not be used in areas where removal of the pavement
markers will be required.
Book One San Benancio/State Route 68 Intersection Improvements 467
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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300-PUBLIC-U08
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7/19/2010-U011
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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7/19/2010-U011
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Retroreflective pavement markers conforming to the provisions in Pavement Markers" of
these Special Provisions may be used in place of temporary pavement markers for long term
day/night use 180 days or less) except to simulate patterns of broken traffic stripe. Placement of
the retroreflective pavement markers used for temporary pavement markers shall conform to the
provisions in Pavement Markers" of these Special Provisions except the waiting period
provisions before placing the pavement markers on new hot mix asphalt surfacing as specified in
Section 85-1.06, Placement," of the Standard Specifications shall not apply and epoxy adhesive
shall not be used to place pavement markers in areas where removal of the pavement markers
will be required.
MEASUREMENT AND PAYMENT
Temporary traffic stripe and temporary pavement marking shown on the plans will be
measured and paid for in the same manner specified for paint traffic stripe and paint pavement
marking in Section 84-3.06, Measurement," and Section 84-3.07, Payment," of the Standard
Specifications.
Temporary pavement markers shown on the plans will be measured and paid for by the unit
in the same manner specified for retroreflective pavement markers in Section 85-1.08,
Measurement," and Section 85-1.09, Payment," of the Standard Specifications.
Full compensation for furnishing, placing, maintaining, and removing the temporary
pavement markers including underlying adhesive, layout dribble) lines to establish alignment
of temporary pavement markers or used for temporary laneline and centerline delineation and
signing specified for no passing" zones) for those areas where temporary laneline and centerline
delineation is not shown on the plans and for providing equivalent patterns of permanent traffic
lines for those areas when required, shall be considered as included in the contract prices paid for
the items of work that obliterated the laneline and centerline pavement delineation and no
separate payment will be made therefor.
Full compensation for furnishing, placing, maintaining, and removing temporary edgeline
delineation not shown on the plans shall be considered as included in the contract prices paid for
the items of work that obliterated the edgeline pavement delineation and no separate payment
will be made therefor. The quantity of channelizers used as temporary edgeline delineation will
not be included in the quantity of channelizer surface mounted) to be paid for.
10-1.19 PORTABLE CHANGEABLE MESSAGE SIGNS
GENERAL
Summary
Work includes furnishing, placing, operating, maintaining, and removing portable
changeable message signs.
Comply with Section 12-3.12 Portable Changeable Message Signs," of the Standard
Specifications.
Definitions
useable shoulder area: Paved or unpaved contiguous surface adjacent to the traveled way
with:
1. Sufficient weight bearing capacity to support portable changeable message sign
2. Slope not greater than 6:1 horizontal:vertical)
Submittals
Upon request, submit a Certificate of Compliance for each portable changeable message sign
under Section 6-1.07, Certificates of Compliance," of the Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 468
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
SAN-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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TO-U07
MITIGATION-U07
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REPORTING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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PROGRAM-U012
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05-0H8220,-U012
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E.-U012
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TO-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Quality Control and Assurance
Comply with the manufacturer's operating instructions for portable changeable message sign.
Approaching drivers must be able to read the entire message for all phases at least twice at
the posted speed limit before passing portable changeable message sign. You may use more than
1 portable changeable message sign to meet this requirement.
Only display the message shown on the plans or ordered by the Engineer or specified in these
Special Provisions.
MATERIALS
The text of the message displayed on portable changeable message sign must not scroll, or
travel horizontally or vertically across the face of the message panel.
CONSTRUCTION
Continuously repeat the entire message in no more than 2 phases of at least 3 seconds per
phase.
If useable shoulder area is at least 15 feet wide, the displayed message on portable
changeable message sign must be minimum 18-inch character height. If useable shoulder area is
less than 15 feet wide, you may use a smaller message panel with minimum 12-inch character
height to prevent encroachment in the traveled way.
You or your representative must be available by cell phone for operations that require
portable changeable message signs. Give the Engineer your cell phone number. When the
Engineer contacts you, immediately comply with the Engineer's request to modify the displayed
message.
Start displaying the message on portable changeable message sign 30 minutes before closing
the lane.
Place portable changeable message sign in advance of the first warning sign for:
1. Each stationary lane closure
Place portable changeable message sign as far from the traveled way as practicable where it
is legible to traffic and does not encroach on the traveled way. Place portable changeable sign
before or at the crest of vertical roadway curvature where it is visible to approaching traffic.
Avoid placing portable changeable message sign within or immediately after horizontal roadway
curvature. Where possible, place portable changeable message sign behind guardrail or
temporary railing Type K).
Except where placed behind guardrail or temporary railing Type K) use traffic control for
shoulder closure to delineate portable changeable message sign.
Remove portable changeable message sign when not in use.
MEASUREMENT AND PAYMENT
10-1.20 TEMPORARY RAILING TYPE K)
Temporary railing type K) shall conform to the provisions in Section 12, Construction Area
Traffic Control Devices," of the Standard Specifications.
10-1.21 TEMPORARY ALTERNATIVE CRASH CUSHION SYSTEM
This work shall consist of furnishing, installing, and maintaining sand filled temporary crash
cushion modules in groupings or arrays, or other system, such as a crash cushion Type
ADIEM), crash cushion Type CAT), ABSORB 350 crash cushion or approved equal at each
Book One San Benancio/State Route 68 Intersection Improvements 469
CONTRACT NO. 10- 11 1 065
BIB]
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BOOK-U02
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U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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PROGRAM-U012
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C.-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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A-U07
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TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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D.-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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PASSAGE-U012
OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????location shown on the plans, as specified in these Special Provisions or where designated by the
Engineer. The grouping or array of sand filled modules shall form a complete sand filled
temporary crash cushion in conformance with the details shown on the plans and these Special
Provisions.
Temporary crash cushions shall be secured in place prior to commencing work for which the
temporary crash cushions are required.
Temporary crash cushion systems shall be rated for approach speeds of 60 MPH.
Whenever the work or the Contractor's operations establishes a fixed obstacle, the exposed
fixed obstacle shall be protected with a sand filled temporary crash cushion. The sand filled
temporary crash cushion shall be in place prior to opening the lanes adjacent to the fixed obstacle
to public traffic.
Temporary crash cushions shall be maintained in place at each location, including times
when work is not actively in progress. Sand filled temporary crash cushions may be removed
during a work period for access to the work provided that the exposed fixed obstacle is 15 feet or
more from a lane carrying public traffic and the temporary crash cushion is reset to protect the
obstacle prior to the end of the work period in which the fixed obstacle was exposed. When no
longer required, as determined by the Engineer, sand filled temporary crash cushions shall be
removed from the site of the work.
Sand filled temporary crash cushion modules shall be one of the following, or equal, and be
manufactured after March 31, 1997:
1. Energite III and Fitch Inertial Modules, manufactured by Energy Absorption Systems,
Inc., 35 East Wacker Drive, Suite 1100, Chicago, IL 60601:
I.I. Northern California: Traffic Control Service, Inc., 8585 Thys Court, Sacramento,
CA 95828, telephone 800) 884-8274, FAX 916) 387-9734
1.2. Southern California: Traffic Control Service, Inc., 1818 E. Orangethorpe,
Fullerton, CA 92831-5324, telephone 800) 222-8274, FAX 714) 526-9501
2. TrafFix Sand Barrels, manufactured by TrafFix Devices, Inc., 220 Calle Pintoresco, San
Clemente, CA 92672, telephone 949) 361-5663, FAX 949) 361-9205
2.1. Northern California: United Rentals, Inc., 1533 Berger Drive, San Jose, CA
95112, telephone 408) 287-4303, FAX 408) 287-1929
2.2. Southern California: Statewide Safety & Sign, Inc., P.O. Box 1440, Pismo Beach,
CA 93448, telephone 800) 559-7080, FAX 805) 929-5786
3. CrashGard Model CC-48 Sand Barrels, manufactured by Plastic Safety Systems, Inc.,
2444 Baldwin Road, Cleveland, OH 44104:
3.1. Northern California:
3.1.1. Capitol Barricade Safety & Sign, 6329 Elvas Ave, Sacramento, CA 95819,
telephone 888) 868-5021, FAX 916) 451-5388
3.1.2. Sierra Safety, Inc., 9093 Old State Highway, New Castle, CA 95658,
telephone 916) 663-2026, FAX 916) 663-1858
3.2. Southern California: Hi Way Safety Inc., 13310 5th Street, Chino, CA 91710,
telephone 909) 591-1781, FAX 909) 627-0999
Modules contained in each temporary crash cushion shall be of the same type at each
location. The color of the modules shall be the standard yellow color, as furnished by the
vendor, with black lids. The modules shall exhibit good workmanship free from structural flaws
and objectionable surface defects. The modules need not be new. Good used undamaged
Book One San Benancio/State Route 68 Intersection Improvements 470
CONTRACT NO. 10- 111 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
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AS89575-U03
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DO94108-U03
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68-U012
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TO-U07
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MONITORING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
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CONSIDER-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????modules conforming to color and quality of the types specified herein may be utilized. If used
Fitch modules requiring a seal are furnished, the top edge of the seal shall be securely fastened to
the wall of the module by a continuous strip of heavy duty tape.
Modules shall be filled with sand in conformance with the manufacturer's directions, and to
the sand capacity in pounds for each module shown on the plans. Sand for filling the modules
shall be clean washed concrete sand of commercial quality. At the time of placing in the
modules, the sand shall contain not more than 7 percent water as determined by California Test
226.
Modules damaged due to the Contractor's operations shall be repaired immediately by the
Contractor at the Contractor's expense. Modules damaged beyond repair, as determined by the
Engineer, due to the Contractor's operations shall be removed and replaced by the Contractor at
the Contractor's expense.
Temporary crash cushion modules may be placed on movable pallets or frames. Comply
with dimensions shown on the plans. The pallets or frames shall provide a full bearing base
beneath the modules. The modules and supporting pallets or frames shall not be moved by
sliding or skidding along the pavement or bridge deck.
A Type R or P marker panel shall be attached to the front of the crash cushion as shown on
the plans, when the closest point of the crash cushion array is within 12 feet of the traveled way.
The marker panel, when required, shall be firmly fastened to the crash cushion with commercial
quality hardware or by other methods determined by the Engineer.
At the completion of the project, temporary crash cushion modules, sand filling, pallets or
frames, and marker panels shall become the property of the Contractor and shall be removed
from the site of the work. Temporary crash cushion modules shall not be installed in the
permanent work.
Temporary crash cushion modules will be measured by the array or unit as determined from
the actual count of arrays or units used in the work or ordered by the Engineer at each location.
Temporary crash cushion modules placed in conformance with Section 7-1.09, Public Safety,"
of the Standard Specifications and modules placed in excess of the number specified or shown
will not be measured nor paid for.
Repairing modules damaged by public traffic will be paid for as extra work as provided in
Section 4-1.03D of the Standard Specifications. Modules damaged beyond repair by public
traffic, when ordered by the Engineer, shall be removed and replaced immediately by the
Contractor. Modules replaced due to damage by public traffic will be measured and paid for as
temporary alternative crash cushion system.
If the Engineer orders a lateral move of the temporary alternative crash cushion system and
the repositioning is not shown on the plans, moving the temporary alternative crash cushion
system will be paid for as extra work as provided in Section 4-1.03D of the Standard
Specifications and these temporary crash cushion modules will not be counted for payment in the
new position.
The contract unit price paid for temporary alternative crash cushion system shall include full
compensation for furnishing all labor, materials including sand, pallets or frames and marker
panels), tools, equipment, and incidentals, and for doing all the work involved in furnishing,
installing, maintaining, moving, and resetting during a work period for access to the work, and
removing from the site of the work when no longer required including those damaged by public
traffic) temporary alternative crash cushion system, complete in place, as shown on the plans, as
specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
Book One San Benancio/State Route 68 Intersection Improvements 471
CONTRACT NO. 10-111065
BIB]
40444-U01
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JANUARY-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
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68-U012
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STATE-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
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15366-U05
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PUBLIC-U012
WORKS-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????10-1.22 TREATED WOOD WASTE
GENERAL
Summary
This work includes handling, storing, transporting, and disposing of treated wood waste.
Wood removed from metal beam guard railing is treated with one or more of the following:
1. Creosote
2. Pentachlorophenol
3. Copper azole
4. Copper boron azole
5. Chromated copper arsenate
6. Ammoniacal copper zinc arsenate
7. Copper naphthenate
8. Alkaline copper quaternary
34.
Manage treated wood waste under Title 22 CA Code of Regulations, Division 4.5, Chapter
Submittals
For disposal of treated wood waste submit a copy of each completed shipping record and
weight receipt to the Engineer within 5 business days of disposal.
CONSTRUCTION
Provide training to personnel who handle treated wood waste or may come in contact with
treated wood waste that includes:
1. All applicable requirements of Title 8 CA Code of Regulations
2. Procedures for identifying and segregating treated wood waste
3. Safe handling practices
4. Requirements of Title 22 CA Code of Regulations, Division 4.5, Chapter 34
5. Proper disposal methods
Store treated wood waste before disposal using any of the following methods:
1. Elevate on blocks above a reasonably foreseeable run-on elevation and protect from
precipitation
2. Place in water-resistant containers designed for shipping or solid waste collection
3. Place on a containment surface protected from run-on and precipitation
Prevent unauthorized access to treated wood waste using a secured enclosure such as a
locked chain link fenced area or a lockable shipping container located within the project limits.
Resize and segregate treated wood waste at a location where debris from the operation
including sawdust and chips can be contained. Collect and manage the debris as treated wood
waste.
Provide water-resistant labels, that comply with Title 22 CA Code of Regulations, Division
4.5, Chapter 34, 67386.5,. to clearly mark and identify treated wood waste and accumulation
areas. Labels must include:
1. Caltrans, District number, Construction, contract number
2. District office address
3. Engineer's name, address, and telephone number
4. Contractor's contact name and telephone number
Book One San Benancio/State Route 68 Intersection Improvements 472
CONTRACT NO. 10-1 It 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
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LI21329-U03
FO21330-U03
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FO89518-U03
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7/19/2010-U011
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JANUARY-U012
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JANUARY-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
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E.-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
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2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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7/19/2010-U011
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ROUTE-U012
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AT-U012
SAN-U012
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ROUTE-U012
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CONTRACT-U012
NO.-U012
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IN-U012
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ON-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
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BOOK ONE - CONTRACT NO. 10-11???Before transporting treated wood waste, obtain agreement from the receiving facility that the
treated wood waste will be accepted. Protect shipments of treated wood waste from loss and
exposure to precipitation. Each shipment must be accompanied by a shipping record such as a
manifest or bill of lading that includes:
1. Caltrans with district number
2. Construction contract number
3. District office address
4. Engineer name, address, and telephone number
5. Contractor contact name and telephone number
6. Receiving facility name and address
7. Waste description: Treated wood waste preservative type if known or unknown/mixture)
8. Project location
9. Estimated quantity of shipment by weight or volume
10. Date of transport
11. Date of receipt by the receiving treated wood waste facility
12. Weight of shipment as measured by the receiving treated wood waste facility
The shipping record must be at least a 4-part carbon or carbonless 8-1/2" x 11" form to allow
retention of copies by the Engineer, transporter, and disposal facility.
Dispose of treated wood waste in an approved treated wood waste facility. A list of currently
approved treated wood waste facilities may be viewed at:
http: //www. dtsc. ca. gov/Hazardous W aste/upload/TW W_Confirmed_Landfill_Li st.pdf
Dispose of treated wood waste within:
1. 90 days of generation if stored on blocks
2. 90 days of filling a container if containerized
3. 180 days of generation if stored on a containment surface
MEASUREMENT AND PAYMENT
Full compensation for handling, storing, transporting, and disposing treated wood waste,
including personnel training, is included in the contract price paid per linear foot for remove
metal beam guard railing and no additional compensation will be allowed therefor.
10-1.23 EXISTING HIGHWAY FACILITIES
The work performed in connection with various existing highway facilities shall conform to
the provisions in Section 15, Existing Highway Facilities," of the Standard Specifications and
these Special Provisions.
Except as otherwise provided for damaged materials in Section 15-2.04, Salvage," of the
Standard Specifications, the materials to be salvaged shall remain the property of the State, and
shall be cleaned, packaged, bundled, tagged, and hauled to the County Construction Yard and
stockpiled.
Existing footing concrete that is below ground and outside of the footing limits shown on the
contract plans or original contract plans shall be removed as directed by the Engineer and will be
paid in conformance with Section 4-1.03D, Extra Work," of the Standard Specifications.
Additional exploratory work of bridge members for unforeseen damage shall be done when
directed by the Engineer and will be paid in conformance with Section 4-1.03D, Extra Work,"
of the Standard Specifications.
When removing and replacing restrainers, not more than 50 percent of the existing restrainers
shall be removed at any time nor at any joint and the replacement of an equal proportion of new
Book One San Benancio/State Route 68 intersection Improvements 473
CONTRACT NO. 10-111065
BIB]
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CALIFORNIAN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
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AI93754-U03
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ROUTE-U012
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CONTRACT-U012
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SIGN-U012
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E.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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A-U07
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BOOK ONE - CONTRACT NO. 10-11???restrainers shall complete in place before starting on the next 50 percent. All removal and
replacement shall be done symmetrically about the centerline of the existing bridge.
SALVAGE METAL BEAM GUARD RAILING
Existing metal beam guard railing, where shown on the plans to be salvaged, shall be
removed and salvaged.
Salvaged metal beam guard railing materials shall be hauled to 855 East Laurel Drive and
stockpiled.
Existing concrete anchors or steel foundation tubes shall be completely removed and
disposed of. Full compensation for removing and disposing of concrete anchors or steel
foundation tubes shall be considered as included in the contract price paid per linear foot for
salvage metal beam guard railing and no separate payment will be made therefor.
Full compensation for removing cable anchor assemblies, terminal anchor assemblies or steel
foundation tubes shall be considered as included in the contract price paid per linear foot for
salvage metal beam guard railing and no separate payment will be made therefor.
REMOVE TRAFFIC STRIPE AND PAVEMENT MARKING
This work includes removing existing traffic stripe and pavement marking at the locations
shown on the plans.
Submit a lead compliance plan under Section 7-1.07, Lead Compliance Plan," of the
Standard Specifications.
Waste residue from removal of thermoplastic and painted traffic stripe and pavement
marking is a non-hazardous waste residue and contains lead in average concentrations less than
1000 mg/kg total lead and 5 mg/L soluble lead. This waste residue does not contain heavy
metals in concentrations that exceed thresholds established by the Health and Safety Code and 22
CA Code of Regs and is not regulated under the Federal Resource Conservation and Recovery
Act RCRA), 42 USC 6901 et seq.
REMOVE PAVEMENT MARKER
Existing pavement markers, including underlying adhesive, when no longer required for
traffic lane delineation as determined by the Engineer, shall be removed and disposed of.
REMOVE DRAINAGE FACILITY
Existing box culverts, inlets, corrugated metal pipes, headwalls and endwalls, where any
portion of these structures is within 3 feet of the grading plane in excavation areas, or within
one foot of original ground in embankment areas, or where shown on the plans to be removed,
shall be completely removed and disposed of
Frames and grates shall be removed and salvaged as shown on the plans.
Full compensation for salvaging existing frames and grates shall be considered as included in
the contract lump sum price paid for remove drainage facility and no additional compensation
will be allowed therefor.
REMOVE ROADSIDE SIGN
Existing roadside signs, at those locations shown on the plans to be removed, shall be
removed and disposed of.
Sign panels shown on the plans shall be salvaged.
Existing roadside signs shall not be removed until replacement signs have been installed or
until the existing signs are no longer required for the direction of public traffic, unless otherwise
directed by the Engineer.
Book One San Benancio/State Route 68 Intersection Improvements 474
CONTRACT NO. 10-111065
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40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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LI21329-U03
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7/19/2010-U011
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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FO85769-U03
FO89518-U03
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CONDUCT-U07
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BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Full compensation for salvaging sign panels shall be considered as included in the contract
unit price paid for remove roadside sign and no separate payment will be made therefor.
RESET FENCE
Existing fences, of the types and locations shown on the plans, shall be removed and reset in
conformance with the details shown on the plans.
During construction operations, the fences shall be moved as necessary to clear the way for
the Contractor's operations.When construction is complete, fences shall be installed in the final
position on new redwood posts.
Redwood posts shall conform to the provisions for sign posts in Section 56-2.02B, Wood
Posts," of the Standard Specifications.
The space around the posts shall be backfilled with earthy material. The backfill material
shall be placed in layers approximately 4 inches thick and each layer shall be moistened and
thoroughly compacted.
Existing posts, mounts, and hardware shall be disposed of in conformance with the
provisions in Section 7-1.13, Disposal of Material Outside the Highway Right of Way," of the
Standard Specifications.
Full compensation for disposing of existing posts, mounts, and hardware; moving and
maintaining the various types of fences regardless of the number of moves required); and for
furnishing new posts, planks, and hardware shall be considered as included in the contract unit
price paid for reset fence and no additional compensation will be allowed therefor.
RELOCATE BUS STOP BENCH
Existing bus stop benches, where shown on the plans, shall be relocated in conformance with
the details shown on the plans.
All mounting hardware shall be new and shall conform to the provisions in Section 75,
Miscellaneous Metal," of the Standard Specifications.
Damage incurred to the bus stop bench during relocation shall be repaired at the contractors
own expense.
Existing hardware shall be disposed of in conformance with the provisions in Section 7-1.13,
Disposal of Material Outside the Highway Right of Way," of the Standard Specifications.
The contract unit price paid for relocate bus stop bench shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in relocating bus stop bench, complete in place, including disposing of existing
hardware, as shown on the plans, as specified in the Standard Specifications and these Special
Provisions, and as directed by the Engineer.
RELOCATE ROADSIDE SIGN
Existing roadside signs shall be removed and relocated to the new locations shown on the
plans.
Each roadside sign shall be installed at the new location on the same day that the sign is
removed from its original location.
Two holes shall be drilled in each existing post as required to provide the breakaway feature
shown on the plans.
CLEAN BRIDGE DECK
This work includes abrasive blast cleaning the portland cement concrete bridge deck.
Book One San Benancio/State Route 68 Intersection Improvements 475
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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8/4/2010-U04
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15366-U05
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
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STATE-U012
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68-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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FINDINGS-U012
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C.-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
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MAKING-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???General
Traffic stripes, pavement markings, and pavement markers must be removed under 10-1.22
of these Special Provisions before cleaning the deck surface.
Construction
Abrasive blast clean the deck surface. Sweep the deck surface clean. Blow loose material
from cracks using high-pressure air.
The deck surface must be dry when abrasive blast cleaning is performed. Laitance, surface
contaminants, and foreign material must be removed from the bridge deck surface.
Remove dust and residue from abrasive blast cleaning using a vacuum attachment operating
concurrently with blasting equipment when abrasive blast cleaning within 10 feet of public
traffic.
If the deck surface becomes contaminated before placing methacrylate resin, abrasive blast
clean the contaminated area and sweep the deck clean
Dispose of removed materials under Section 7-1.13, Disposal of Material Outside the
Highway Right of Way," of the Standard Specifications.
Measurement and Payment
Clean bridge deck will be measured and paid for by the square foot of deck surface cleaned.
The contract price paid per square foot for clean bridge deck includes full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved
in cleaning the bridge deck, including removing contrast treatment except slurry or chip seal
contrast treatment, complete in place, as shown on the plans, as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer.
Removal of slurry or chip seal contrast treatment will be paid for as extra work as specified
in Section 4-1.03D, Extra Work," of the Standard Specifications.
BRIDGE REMOVAL PORTION
Removing bridges or portions of bridges shall conform to the provisions in Section 15-4,
Bridge Removal," of the Standard Specifications and these Special Provisions.
Remove existing barriers and portions of overhang, abutment stem and wingwalls as shown
on plans.
Removed materials that are not to be salvaged or used in the reconstruction shall become the
property of the Contractor and shall be disposed of in conformance with the provisions in
Section 7-1.13, Disposal of Material Outside the Highway Right of Way," of the Standard
Specifications.
10-1.24 CLEARING AND GRUBBING
Comply with Section 16, Clearing and Grubbing," of the Standard Specifications and with
Duff' of these Special Provisions regarding duff collection.
Vegetation shall be cleared and grubbed only within the excavation and embankment slope
lines.
Riparian vegetation in El Toro Creek shall be cleared for equipment access by cutting
vegetation at the stump and leaving the cut vegetation scattered in the disturbed area. Vegetation
shall not be grubbed in El Toro Creek.
Before salvaging duff in an area where salvaging duff is feasible) and again before starting
any planting or seeding operations kill all exotic plants/weeds and remove from all areas to be
revegetated. Employ mechanical control methods when feasible. Do not use heavy equipment
e.g., bulldozers, backhoes) to eradicate exotic plants and weeds. In circumstances where
Book One San Benancio/State Route 68 Intersection Improvements 476
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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MG89556-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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PROGRAM-U012
STATE-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
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40444-U01
BOOK-U02
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B.-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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TO-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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ON-U012
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17,-U012
2011-U012
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24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???mechanical control is not effective, use systemic herbicides that have been approved by the
United States Environmental Protection Agency for use in aquatic situations e.g., Rodeo by
Monsanto).
Existing vegetation to be removed shall be chipped including leaves, twigs, branches and
trunks. Placement of the chipped material shall conform to Chipped Material" of these Special
Provisions.
Trees designated on the by the Engineer shall be removed and disposed of in accordance with
this Section. Trees to be removed may be designated by the Engineer at any time during the
performance of the contract, and maybe subject to the conditions specified under Hand Clearing.
Full compensation for collecting duff shall be considered as included in the contract price
paid per square yard for duff and no additional compensation will be allowed therefor.
Full compensation for eradicating exotic plants and weeds shall be considered as included in
the contract lump sum price paid for clearing and grubbing and no separate payment will be
made therefor.
10-1.25 EARTHWORK
Earthwork shall conform to the provisions in Section 19, Earthwork," of the Standard
Specifications and these Special Provisions.
When tree roots greater than 2 inch are encountered during earthwork operations, where trees
are to be saved, excavation shall be done by hand within the dripline of the trees. Root damage
such as root splitting, bruising and cracking is not allowed. Roots that are 2 inch or larger shall
be pruned clean with appropriate cutting tools. Roots shall be pruned in conformance with the
provisions in Section 20-4.055, Pruning," of the Standard Specifications.
Where a portion of the existing surfacing is to be removed, the outline of the area to be
removed shall be cut on a neat line with a power-driven saw to a minimum depth of 0.17-foot
before removing the surfacing. Full compensation for cutting the existing surfacing shall be
considered as included in the contract price paid per cubic yard for roadway excavation and no
additional compensation will be allowed therefor.
The portion of imported borrow placed within 4 feet of the finished grade shall have a
Resistance R-Value) of not less than 25.
Reinforcement or metal attached to reinforced concrete rubble placed in embankments shall
not protrude above the grading plane. Prior to placement within 2 feet below the grading plane
of embankments, reinforcement or metal shall be trimmed to no greater than 3/ inch from the
face of reinforced concrete rubble. Full compensation for trimming reinforcement or metal shall
be considered as included in the contract prices paid per cubic yard for the types of excavation
shown in the Engineer's estimate, or the contract prices paid for furnishing and placing imported
borrow or embankment material, as the case may be, and no additional compensation will be
allowed therefor.
A. The quantities of roadway excavation, structure excavation and ditch excavation, which
have been used in the embankment, will be adjusted by multiplying by a specified
grading factor of 1.0. No further adjustment will be made in the event that the specified
grading factor does not equal the actual grading factor.
B. The quantity of imported borrow to be paid for will be that quantity remaining after
deducting the adjusted quantities of excavation from the total embankment quantity and
then adding a quantity of cubic yards for the anticipated effect of subsidence. No
adjustment will be made in the event that the anticipated subsidence does not equal the
actual subsidence.
C. The Contractor may propose a plan whereby the Contractor would be paid on the basis of
measured settlement in lieu of the allowance specified above. The proposal shall include
complete details of the subsidence-measuring devices and a detailed plan of each
Book One San Benancio/State Route 68 Intersection Improvements 477
CONTRACT NO. 10-111065
BIB]
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40453-U01
BOOK-U02
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BOOK ONE - CONTRACT NO. 10-11???installation. If the proposed plan is approved by the Engineer, the Contractor, at the
Contractor's expense, shall provide, install and maintain the subsidence-measuring
devices. The Engineer will take necessary readings to determine the progress of
subsidence, if any, and the Contractor shall provide necessary assistance to make the
readings.
D. Installed devices which are determined by the Engineer to have been damaged will not be
used for the determination of subsidence for the area the devices represent in the pattern
of approved installations. The subsidence of the area represented by that installation shall
be considered zero, regardless of the subsidence measured at other installations.
E. The volumes required as a result of subsidence will be computed by the average-end-area
method from the original measurements and the final measurements, including zero
subsidence at all points and for all areas as provided herein. It shall be understood and
agreed that the subsidence at the point of intersection of the side slopes and end slopes at
structures) with the ground line as established by the original cross sections shall be
considered as zero. Unless otherwise agreed to by the Engineer, the subsidence shall be
considered as zero at the points on the cross sections 50 feet beyond the beginning and
ending of the instrumented area. The computed volumes for such subsidence will be
added to the quantities of embankment measured as specified herein.
F. Detachable elements of the subsidence-measuring devices which can be salvaged without
damage to the work shall remain the property of the Contractor and shall be removed
from the highway right of way after final measurements are made.
Roughen embankment slopes to receive erosion control materials by either trackwalking or
rolling with a sheepsfoot roller. Trackwalk slopes by running track mounted equipment
perpendicular to slope contours.
Roughen excavation slopes and flat surfaces to receive erosion control materials by
scarifying to a depth of 1 to 2 inches running parallel to the slope contours.
Full compensation for roughening is included in the contract price paid per cubic yard for
roadway excavation and no additional compensation will be allowed.
If the Contractor elects to use the Weep Hole and Geocomposite Drain" alternative where
permitted on the plans, the geocomposite drain shall conform to the details shown on the plans
and the following:
A. Geocomposite wall drain shall consist of a manufactured core not less than 0.25 inch
thick nor more than 2 inches thick with one or both sides covered with a layer of filter
fabric that will provide a drainage void. The drain shall produce a flow rate through the
drainage void of at least 2.0 gallons per minute per foot of width at a hydraulic gradient
of 1.0 and a minimum externally applied pressure of 3,500 psf.
B. A Certificate of Compliance conforming to the provisions in Section 6-1.07, Certificates
of Compliance," of the Standard Specifications shall be furnished for the geocomposite
drain certifying that the drain produces the required flow rate and complies with these
Special Provisions. The Certificate of Compliance shall be accompanied by a flow
capability graph for the geocomposite drain showing flow rates for externally applied
pressures and hydraulic gradients. The flow capability graph shall be stamped with the
verification of an independent testing laboratory.
C. Filter fabric for geocomposite wall drain shall conform to the provisions in Section 88-
1.02, Filtration," of the Standard Specifications. Filter fabric shall be Class A.
D. The manufactured core shall be either a preformed grid of embossed plastic, a mat of
random shapes of plastic fibers, a drainage net consisting of a uniform pattern of
polymeric strands forming 2 sets of continuous flow channels, or a system of plastic
pillars and interconnections forming a semirigid mat.
Book One San Benancio/State Route 68 Intersection Improvements 478
CONTRACT NO. 10-111065
BIB]
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LI21329-U03
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RIVASR-U04
15366-U05
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???E. The core material and filter fabric shall be capable of maintaining the drainage void for
the entire height of geocomposite drain. Filter fabric shall be integrally bonded to the
side of the core material with the drainage void. Core material manufactured from
impermeable plastic sheeting having nonconnecting corrugations shall be placed with the
corrugations approximately perpendicular to the drainage collection system.
F. The geocomposite drain shall be installed with the drainage void and the filter fabric
facing the embankment. The fabric facing the embankment side shall overlap a minimum
of 3 inches at all joints and wrap around the exterior edges a minimum of 3 inches
beyond the exterior edge. If additional fabric is needed to provide overlap at joints and
wrap-around at edges, the added fabric shall overlap the fabric on the geocomposite drain
at least 6 inches and be attached thereto.
G. Should the fabric on the geocomposite drain be torn or punctured, the damaged section
shall be replaced completely or repaired by placing a piece of fabric that is large enough
to cover the damaged area and provide a minimum 6-inch overlap.
H. Plastic pipe shall conform to the provisions for edge drain pipe and edge drain outlets in
Section 68-3, Edge Drains," of the Standard Specifications.
1. Treated permeable base to be placed around the slotted plastic pipe at the bottom of the
geocomposite drain shall be cement treated permeable base conforming to the provisions
for cement treated permeable base in Section 29, Treated Permeable Bases," of the
Standard Specifications and these Special Provisions.
J. The treated permeable base shall be enclosed with a high density polyethylene sheet or
PVC geomembrane, not less than 10 mils thick, that is bonded with a suitable adhesive to
the concrete and geocomposite drain. Surfaces to receive the polyethylene sheet shall be
cleaned before applying the adhesive. The treated permeable base shall be compacted
with a vibrating shoe type compactor.
Pervious backfill material placed within the limits of payment for bridges will be measured
and paid for as structure backfill bridge).
Pervious backfill material placed within the limits of payment for retaining walls will be
measured and paid for as structure backfill retaining wall).
If structure excavation or structure backfill for bridges is not otherwise designated by type
and payment for the structure excavation or structure backfill has not otherwise been provided
for in the Standard Specifications or these Special Provisions, the structure excavation or
structure backfill will be measured and paid for as structure excavation bridge) or structure
backfill bridge), respectively.
Structure excavation designated as Type D, for footings at the locations shown on the plans,
will be measured and paid for as structure excavation Type D). Ground water or surface water
is expected to be encountered at these locations, but seal course concrete is not shown or
specified. Structure excavation for footings at locations not designated on the plans as structure
excavation Type D), and where ground or surface water is encountered, will be measured and
paid for as structure excavation bridge).
Structure excavation designated as Type D, for footings at the locations shown on the plans,
will be measured and paid for as structure excavation Type D). Ground water or surface water
is expected to be encountered at these locations, but seal course concrete is not shown or
specified. Structure excavation for footings at locations not designated on the plans as structure
excavation Type D), and where ground or surface water is encountered, except locations where
seal course concrete is shown or specified, will be measured and paid for as structure excavation
bridge).
Book One San Benancio/State Route 68 Intersection Improvements 479
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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AI93754-U03
DO94108-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???PAYMENT
Full compensation for Contractor Designed Temporary Shoring is included in the contract
unit price paid per cubic yard for structure excavation, and no additional compensation will be
allowed therefor.
10-1.26 EROSION CONTROL SEQUENCING)
Place erosion control treatments in the following sequence:
Duff
Chipped Material
Rolled Erosion Control Product Jute Mesh)
Fiber Rolls
Erosion Control Hydroseed)
10-1.27 CHIPPED MATERIAL
GENERAL
Summary
This work includes collecting, processing, stockpiling, and placing chipped material.
Section 16-1.04, Removal and Disposal of Material," of the Standard Specifications does not
apply to chipped material collection areas shown on the plans.
MATERIAL
Chipped material consists of shrubs and trees. Trees equal to or greater than 4" diameter
breast height must be cut no higher than 12" from existing grade. Leaves, branches and trunk
shall be chipped.
CONSTRUCTION
Collect chipped material from areas shown on the plans and identified as Chipped Material
Collect)".
Process chipped material to a maximum dimension of 6".
Stockpile chipped material until work in the area to receive the chipped material is complete.
Chipped material stockpiles shall not exceed 6 foot in height.
Upon completion of the earthwork in an area, spread chipped material to a uniform thickness.
Spread chipped material to the edge of retaining walls, dikes, paving and to within 4 feet from
the flow line of paved and unpaved drainage ditches. Roadway and adjacent areas should be left
in a neat and finished appearance
PAYMENT
Chipped material will be measured by the square foot applied in place. No payment will be
made for chipped material placed outside the limits shown on the plans.
The contract price paid per square meter for chipped material shall include full compensation
for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in collecting, stockpiling, and spreading chipped material, complete in place, as shown
on the plans, as specified in the these Special Provisions, and as directed by the Engineer.
10-1.28 DUFF
GENERAL
Summary
This work includes collecting, processing, stockpiling, and placing duff.
Book One San Benancio/State Route 68 Intersection Improvements 480
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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PUBLIC-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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IMPROVEMENTS;-U012
C.-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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WORKS-U012
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PLANS-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Section 16-1.04, Removal and Disposal of Material," of the Standard Specifications does not
apply to duff collection areas shown on the plans.
MATERIAL
Duff consists of excavating the top 6 inches of soil, organic material and vegetation including
trees, shrubs, ground cover, grasses, bark, leaves, and roots including attached soil.
Duff must not include invasive species, as determined by a Qualified Biologist.
CONSTRUCTION
Collect duff from duff collection areas shown on the plans.
Process duff to a maximum dimension of 6 inches.
Stockpile duff material until work in the area to receive the duff is complete. Duff stockpiles
shall not exceed 6 feet in height.
Upon completion of the earthwork in an area, spread duff to a uniform thickness. Spread
duff no closer than 10 feet from the pavement edge. Roadway and adjacent areas should be left
in a neat and finished appearance.
Trackwalk duff with tracked equipment run perpendicular to slope contours. Water may be
used to assist this process but must not cause erosion.
PAYMENT
Duff will be measured by the square yard applied in place. No payment will be made for
duff placed outside the limits shown on the plans.
The contract price paid per square yard for duff shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in duff, complete in place, including collection, as shown on the plans, as specified in
the Standard Specifications and these Special Provisions, and as directed by the Engineer.
10-1.29 MOVE-IN/MOVE-OUT EROSION CONTROL)
Move-in/move-out Erosion Control) shall include moving onto the project when an area is
ready to receive erosion control as determined by the Engineer, setting up all required personnel
and equipment for the application of erosion control materials and moving out all personnel and
equipment when erosion control in that area is completed.
When areas are ready to receive applications of erosion control as determined by the
Engineer, the Contractor shall begin erosion control work in that area within 5 working days of
the Engineer's notification to perform the erosion control work.
Quantities of move-in/move-out Erosion Control) will be determined as units from actual
count as determined by the Engineer. For measurement purposes, a move-in followed by a
move-out will be considered as one unit.
The contract unit price paid for move-in/move-out Erosion Control) shall include full
compensation for furnishing all labor, materials excluding erosion control materials), tools,
equipment, and incidentals and for doing all the work involved in moving in and removing from
the project all personnel and equipment necessary for application of erosion control as shown
on the plans, as specified in the Standard Specifications and these Special Provisions, and as
directed by the Engineer.
No adjustment of compensation will be made for any increase or decrease in the quantities of
move-in/move-out Erosion Control) required, regardless of the reason for the increase or
decrease. The provisions in Section 4-1.03B, Increased or Decreased Quantities," of the
Standard Specifications shall not apply to the item of move-in/move-out Erosion Control).
Book One San Benancio/State Route 68 Intersection Improvements 481
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
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LI21329-U03
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BOOK ONE - CONTRACT NO. 10-11???10-1.30 ROLLED EROSION CONTROL PRODUCT JUTE MESH)
GENERAL
Summary
This work includes installing rolled erosion control product jute mesh).
Definitions
Rolled erosion control product RECP): A degradable material manufactured or
fabricated into rolls designed to reduce soil erosion and assist in the growth,
establishment and protection of vegetation.
Open weave textile OWT): A degradable RECP composed of processed natural or
polymer yams woven into a matrix, used to provide erosion control and vegetation
establishment.
Submittals
Submit a Certificate of Compliance under Section 6-1.07, Certificates of Compliance" of
the Standard Specifications for:
1. Jute Mesh
2. Fastener
MATERIALS
Jute Mesh
Jute Mesh must comply with the following:
1. Jute mesh must be a OWT RECP.
1. Machine-made mats in rolled strips.
2. Minimum width: 48 inches.
3. Average open area: 60 to 70 percent.
4. Minimum strands per foot in each direction: 14 to 20.
5. Minimum weight per square yard: 0.90 to 1.20 pounds.
6. Physical requirements in Table A:
Table A
Number Net Matrix Maximum Minimum Functional Minimum
Of Type C" Sheer Longevity Tensile
Nets Factor' Stress 2 months) Stren th 3
1 Organic Unbleached 0.25 1.5 12 50
and Undyed
Woven Jute
otes:
Universal Soil Loss Equation USLE) C-Factor for a 1.5:1 H:V) unvegetated slope.
2lb/ft2 under ASTM D 6460.
3 lb/ft under ASTM D 5035.
Fasteners
Fasteners must be 11 gauge, 6-inch U-shaped staples with 6-inch legs, and 1-inch crown.
MEASUREMENT AND PAYMENT
The quantity of rolled erosion control product jute mesh) will be measured by the square
foot as determined from actual slope measurements of the areas covered by rolled erosion control
product jute mesh) excluding overlaps.
Book One San Benancio/State Route 68 Intersection Improvements 482
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
10-111065-U02
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8/4/2010-U04
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15366-U05
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TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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7/19/2010-U011
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40444-U01
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BOOK ONE - CONTRACT NO. 10-11???The contract price paid per square foot for rolled erosion control product jute mesh) includes
full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for
doing all the work involved in rolled erosion control product jute mesh), complete in place,
including fasteners, as shown on the plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer.
10-1.31 EROSION CONTROL HYDROSEED)
GENERAL
Summary
This work includes removing and disposing of weeds, applying erosion control materials,
seed, fiber, and tackifier to erosion control Hydroseed) areas shown on the plans.
Comply with Section 20-3, Erosion Control," of the Standard Specifications.
Apply erosion control Hydroseed) when an area is ready to receive erosion control as
determined by the Engineer and under Move-In/Move-Out Erosion Control)" of these Special
Provisions.
The Engineer will designate the ground location of all erosion control Hydroseed) areas in
increments of one acre or smaller by directing the placing of stakes or other suitable markers.
Furnish all tools, labor, materials, and transportation required to adequately indicate the various
erosion control Hydroseed) locations.
MATERIALS
Seed
Seed not required to be labeled under the California Food and Agricultural Code must be
tested for purity and germination by a seed laboratory certified by the Association of Official
Seed Analysts or by a seed technologist certified by the Society of Commercial Seed
Technologists. Measure and mix individual seed species in the presence of the Engineer.
Seed must contain at most 1.0 percent total weed seed by weight.
Deliver seed to the job site in unopened separate containers with the seed tag attached.
Containers without a seed tag attached are not accepted. The Engineer takes a sample of
approximately one ounce or 0.25 cup of seed for each seed lot greater than 2 pounds.
Seed must comply with the following:
Book One San Benancio/State Route 68 Intersection Improvements 483
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Botanical Name Percent Germination Pounds Pure Live Seed Per Acre
Common Name) Minimum) Slope Measurement)
Achillea millefolium 40 0.5
White Yarrow)
Artemisia californica 25 0.1
California Sagebrush)
Bromus carinatus' 40 12.0
California Brome)
Eriogonum fasiculatum 35 1.0
California Buckwheat)
Eschscholzia californica 38 1.5
California Poppy)
Hordeum branchyantherum 35 15.0
Meadow Barley)
Koeleria macrantha' 38 3.0
Junegrass)
Lupins succulentus 42 3.0
Arroyo Lupine)
Trifolium wildenovii 35 3.0
Tomcat Clover)
Vulpia microstachys 40 8.0
Small Fescue)
Total 47.1
Applicable when numbers below are shown after a Botanical Name/(Common Name) above:
I Seed produced in California only.
Botanical Name Percent Germination Pounds Pure Live Seed Per Acre
Common Name) Minimum) Slope Measurement)
Agrositis pallens' 35 5.0
Thin Grass)
Deschampsia cespitosa 40 3.0
Tufted Hair grass)
Hordeum depressum 35 4.0
Low Barley)
Leymus triticoides Rio" 40 6.0
Creeping Wild Rye)
Scipus acutus 30 3.0
Hard Stem Bulrush)
Trifolium obtusiflorum 40 3.0
Clammy Clover)
Vulpia microstachys 40 8.0
Small Fescue
Total 32.0
Applicable when numbers below are shown after a Botanical Name/(Common Name) above:
1 Seed produced in California only.
Seed Sampling Supplies
At the time of seed sampling, provide the Engineer a glassine lined bag and custody seal tag
for each seed lot sample.
Organic Fertilizer
Seed Type 1)
Seed Type 2)
Book One San Benancio/State Route 68 Intersection Improvements 484
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Tackifier
Tackifier must be:
1. Guar Plant Based)
2. Psyllium Plant Based)
3. Starch Plant Based)
Tackifier must comply with the following:
1. Nonflammable
2. Nontoxic to aquatic organisms
3. Free from growth or germination inhibiting factors
4. lant-based product
Tackifier classified as a plant based product must comply with the following:
1. A natural high molecular weight polysaccharide
2. A high viscosity hydrocolloid that is miscible in water
3. Functional for at least 180 days
4. Labeled as either guar, psyllium, or starch
Guar:
1. A guar gum based product derived from the ground endosperm of the guar plant,
cyanmopsis tetragonolobus
2. Treated with dispersant agents for easy mixing
3. Able to be diluted at the rate of 1 to 5 pounds per 100 gallons of water
Psyllium:
1. Made of the finely ground muciloid coating of plantago ovata or plantago ispaghula
seeds
2. Able to dry and form a firm but rewettable membrane
Starch:
1. A non-ionic, water-soluble granular material derived from corn, potato, or other
plant-based source.
Fiber
Fiber must be:
1. Wood
2. Cellulose
Fiber must comply with the following:
1. Free from lead paint, printing ink, varnish, petroleum products, seed germination
inhibitors, or chlorine bleach
2. Free from synthetic or plastic materials
3. At most 7 percent ash
Wood Fiber must comply with the following:
1. Long strand, whole wood fibers, thermo-mechanically processed from clean, whole wood
chips
2. Not made from sawdust, cardboard, paper, or paper byproducts
3. At least 25 percent of fibers 3/8 inch long
4. At least 40 percent held on a No. 25 sieve
Book One San Benancio/State Route 68 Intersection Improvements 485
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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PROGRAM-U012
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STATE-U012
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AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
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NO.-U012
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10-111065;-U012
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CONSIDER-U012
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TO-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROAD-U012
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C.-U012
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68-U012
AT-U012
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ROAD-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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E.-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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FINDINGS-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
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68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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E.-U012
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OF-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Coloring Agent
Use a biodegradable, nontoxic coloring agent free from copper, mercury, and arsenic.
CONSTRUCTION
Site Preparation
Immediately prior to applying seed to erosion control Hydroseed) areas, trash and debris and
weeds must be removed.
Removed weeds must be disposed of in conformance with the provisions in Section 7-1.13,
Disposal of Material Outside the Highway Right of Way," of the Standard Specifications.
Application
Apply erosion control Hydroseed) materials in separate applications in the following
sequence:
1. Apply the following mixture with hydroseeding equipment at the rates indicated within
60 minutes after the seed has been added to the mixture:
Material Pounds Per Acre
Slope Measurement)
Seed Rate Per Seed Type
Fiber 500
3. Apply the following mixture with hydro-seeding equipment at the corresponding rates:
Material Pounds Per Acre
Slope Measurement)
Fiber 1200
Tackifier 125
The ratio of total water to total tackifier in the mixture must be as recommended by the
manufacturer.
Seed may be dry applied at the total rate specified in the preceding table for small areas not
accessible by the hydro-seeding equipment, when approved in writing by the Engineer. Dry
applied seed must be incorporated into the soil a maximum depth of 1/4 inch by raking or
dragging.
Once straw work is started in an area, complete tackifier applications in that area on the same
working day.
The Engineer may change the rates of erosion control Hydroseed) materials to meet field
conditions.
For any area where erosion control Hydroseed) materials are to be applied, the application
of all erosion control Hydroseed) materials to be applied to that area must be completed within
72 hours from when the first materials were applied.
MEASUREMENT AND PAYMENT
Erosion control Hydroseed) will be measured by the square foot or by the acre, whichever is
designated in the Engineer's Estimate. The area will be calculated on the basis of actual or
computed slope measurements.
The contract price paid per square foot or acre for erosion control Hydroseed) includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in erosion control Hydroseed) complete in place, as shown on the plans, as
Book One San Benancio/State Route 68 Intersection Improvements 486
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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C.-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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E.-U012
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OF-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
10-1.32 FIBER ROLLS
GENERAL
Summary
This work includes installing fiber rolls.
At the option of the Contractor, fiber rolls shall be Type 1 or Type 2.
MATERIALS
Fiber Roll
Fiber roll shall be either:
1. Constructed with a premanufactured blanket consisting of wood excelsior, rice or wheat
straw, or coconut fibers or a combination of these materials. The blanket shall be
between 6 feet and 8 feet in width and between 65 feet and 95 feet in length. Wood
excelsior shall be individual fibers, of which 80 percent shall be 6 inches or longer in
length. The blanket shall have a photodegradable plastic netting or biodegradable jute,
sisal, or coir fiber netting on at least one side. The blanket shall be rolled along the width
and secured with jute twine spaced 6 feet apart along the full length of the roll and placed
6 inches from the ends of each roll. The finished roll shall be between 8 inches and
10 inches in diameter, a minimum of 20 feet in length, and shall weigh a minimum of
0.5 pound per linear foot. More than one blanket may be required to achieve the finished
roll diameter. When more than one blanket is required, blankets shall be jointed
longitudinally with an overlap of 6 inches along the length of the blanket.
2. A premanufactured roll of rice or wheat straw, wood excelsior, or coconut fiber
encapsulated within a photodegradable plastic or biodegradable jute, sisal, or coir fiber
netting. The netting shall have a minimum durability of one year after installation. The
netting shall be secured tightly at each end of the roll. Rolls shall be between 8 inches
and 12 inches in diameter. Rolls between 8 inches and 10 inches in diameter shall have a
minimum weight of 1 pound per linear foot and a minimum length of 20 feet. Rolls
between 10 inches and 12 inches in diameter shall have a minimum weight of 3 pounds
per linear foot and a minimum length of 10 feet.
Stakes
Wood stakes shall be a minimum of 1" x 1" x 24" in size for Type 1 installation, or a
minimum of 1" x 2" x 24" in size for Type 2 installation. Wood stakes shall be untreated fir,
redwood, cedar, or pine and cut from sound timber. They shall be straight and free of loose or
unsound knots and other defects which would render them unfit for the purpose intended. Metal
stakes shall not be used.
Rope
Rope shall be biodegradable, such as sisal or manila, with a minimum diameter of 1/ inch.
CONSTRUCTION
Installation
Fiber rolls shall be installed as follows:
1. Fiber rolls Type 1): Furrows shall be constructed to a depth between 2 inches and
4 inches, and to a sufficient width to hold the fiber roll. Stakes shall be installed
Book One San Benancio/State Route 68 Intersection Improvements 487
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
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NO.-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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10-111065;-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
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8/4/2010-U04
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A-U07
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MODIFICATIONS-U07
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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PROGRAM-U012
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68-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???24 inches apart along the length of the fiber rolls and stopped at 12 inches from each end
of the rolls. Stakes shall be driven to a maximum of 2 inches above, or flush with the top
of the roll.
2. Fiber rolls Type 2): Rope and notched stakes shall be used to restrain the fiber rolls
against the slope. Stakes shall be driven into the slope until the notch is even with the top
of the fiber roll. Rope shall be knotted at each stake and laced between stakes. After
installation of the rope, stakes shall be driven into the slope such that the rope will hold
the fiber roll tightly to the slope. Furrows will not be required.
3. Fiber rolls shall be placed 10 feet apart along the slope for slope inclination horizontal:
vertical) of 2:1 and steeper, 15 feet apart along the slope for slope inclination between 2:1
and 4:1, 20 feet apart along the slope for slope inclination between 4:1 and 10:1, and a
maximum of 50 feet apart along the slope for slope inclination of 10:1 and flatter.
4. The bedding area for the fiber rolls shall be cleared of obstructions including rocks, clods,
and debris greater than one inch in diameter before installation.
5. Fiber rolls shall be installed approximately parallel to the slope contour.
If the intended function of the fiber rolls to disperse concentrated water runoff and to reduce
runoff velocities is impaired, the Contractor shall take action to repair or replace the fiber rolls.
Split, torn, or unraveling rolls shall be repaired or replaced. Broken or split stakes shall be
replaced. Sagging or slumping fiber rolls shall be repaired with additional stakes or replaced.
Locations where rills and other evidence of concentrated runoff have occurred beneath the rolls
shall be corrected. Fiber rolls shall be repaired or replaced within 24 hours of identifying the
deficiency.
MEASUREMENT AND PAYMENT
Quantities of fiber rolls to be paid for will be determined by the linear foot measured along
the centerline of the installed roll. Where fiber rolls are joined and overlapped, the overlap will
be measured as a single installed roll.
The contract price paid per linear foot for fiber roll shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in installing fiber rolls, complete in place, including furrow excavation and backfill,
repairing or replacing fiber rolls as shown on the plans, as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer.
10-1.33 WILLOW CUTTINGS PLANT GROUP WC)
GENERAL
Summary
Willow cutting work shall consist of obtaining, storing, transporting and planting willow
cuttings in conformance with the provisions in Section 20-4, Highway Planting," of the
Standard Specifications and these Special Provisions.
If willow planting cannot be performed prior to the start of plant establishment and within the
above specified time, then the work shall be performed during the plant establishment period
when directed by the Engineer.
The Contractor shall notify the Engineer, in writing, at least 5 working days prior to
installing willow cuttings.
MATERIAL
Harvest
Willow cutting removal shall not be between February 15th and September 1st.
Book One San Benancio/State Route 68 Intersection Improvements 488
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
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68-U012
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68-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
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STATE-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AI93754-U03
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3-U06
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A-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
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FO85769-U03
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AI93754-U03
DO94108-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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A-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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TO-U012
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CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Willow cuttings shall be taken from dormant willows in late fall after leaf drop and before
bud burst in the early spring.
Willow cuttings may be procured from commercial nurseries as un-rooted or rooted
branches, or they can be obtained from native stands.
When taken from native stands, the Contractor shall notify the Engineer, in writing, at least
10 working days prior to gathering willow cuttings. The cuttings shall be taken only from the
areas shown on the plans or other adjacent areas designated by the Engineer.
Willow cuttings shall be taken at random from healthy, vigorous plants with smooth bark that
is not deeply furrowed, free from splits, scale, disease and defects such as knots, sunscald,
injuries, serious abrasions of the bark, bark stripping or major disfigurement. No more than 20%
of the willow cuttings can be young stock with supple suckers and shoots. Cuttings from willow
suckers shall not be used. No more than 50 percent of the plants in a designated area shall be
cut. No more than 60 percent of each individual plant shall be cut. Cuts shall be made with
sharp, clean tools. Harvesting activity shall occur throughout the stand and crown area rather
than from the perimeter.
Willow cuttings taken from native stands shall be soaked for at least 2 days but not more than
30 days in oxygenated water to allow buds to swell prior to planting. Cuttings shall be soaked in
a manner such that at least 50 percent of the cutting is submerged. Cuttings shall be soaked in a
location that is shaded at all times. Willow cuttings shall not be allowed to dry out. Cuttings
shall be planted immediately after soaking, should not be exposed to sun and air for more than
three hours prior to planting, and should be covered with plastic or moist burlap while waiting to
be planted.
Willow cuttings may be stored in large coolers between 34 to 39 degrees Fahrenheit with 60
to 70 percent humidity until just before planting. No water or burlap should be added to stored
cuttings. Cuttings should be monitored regularly to detect drying, sprouting or mold. Willow
cuttings can be stored for up to 6 months.
Pruned branches and trimmings shall be spread in the designated willow cutting areas so that
no areas are left unsightly.
During transportation, the willow cuttings shall be placed on the transport vehicles in an
orderly fashion to prevent damage and to facilitate handling. Willow cuttings shall be wrapped
in light-colored, opaque plastic with small amounts of water added to prevent desiccation.
Willow cuttings shall be kept out of direct sunlight or in other locations that are likely to heat up.
Willow Cuttings
Willow cuttings shall be reasonably straight and at least 30 inchin length and %2 inch to 1 1/2
inch in diameter from tip to toe. The top of each willow cutting shall be cut square above a leaf
bud, and the base of each willow cutting shall be cut below a leaf bud at an angle of
approximately 45 degrees. Willow cuttings shall have leaves and branches trimmed off flush
with the stem.
The terminal end of the willow pole cutting shall be sealed by dipping the top 2 inches to 3
inches of each cutting into a 50:50 mix of white latex paint and water or paraffin wax to prevent
moisture loss.
Commercial Fertilizer
Commercial fertilizer packet) shall be slow or controlled release and shall be in a
biodegradable packet form. The packet shall gradually release nutrients over a 12-month period.
Each packet shall have a weight of 10 g 1 g and shall have the following guaranteed chemical
analysis:
Book One San Benancio/State Route 68 Intersection Improvements 489
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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B.-U012
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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FO21330-U03
FO85769-U03
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BY-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Ingredient Percentage
Nitrogen 20
Phosphoric Acid 10
Water Soluble Potash 5
INSTALLATION
Prior to planting, an area 2 feet in diameter shall be cleared of weed growth at each proposed
plant willow cutting) location. Pesticides shall not be used for weed control within the 2 foot
diameter area.
Planting holes shall be made perpendicular to the ground line and shall be formed with a
water jet stinger or auger. Plant holes shall be large enough to receive the willow cuttings in
order that the willow cuttings may be planted to the proper depths without damage to the bark.
Where rock or other hard material prohibits holes from being excavated as specified, new holes
shall be excavated and the abandoned holes backfilled.
If the soil in and around the plant hole is not wet prior to planting, the soil shall be watered
and maintained in a wet state until the willow cuttings are planted.
Willow pole cuttings shall be re-cut using a grafting or cutting knife at an angle prior to
insertion in the soil. The base of willow pole cuttings shall be planted approximately two-thirds
of the willow cutting's length and shall have from 3 to 5 bud scars exposed above the plant hole.
Pole cuttings with more than 5 bud scars exposed shall have excess scars removed by pruning.
After planting, the plant holes shall be backfilled with water and excavated material to make a
mud slurry. The excavated material shall be distributed evenly within the hole without clods,
lumps or air pockets and compacted without damage to the willow cutting's bark. Compaction
shall be adequate to prevent the willow cutting from being easily removed from the soil.
One commercial fertilizer packet shall be placed in the backfill of each plant to within 6 to 8
inches of the soil surface and approximately 1 inch from the cutting.
Willow cuttings not used shall be disposed of outside the highway right of way in
conformance with the provisions in Section 7-1.13, Disposal of Material Outside the Highway
Right of Way," of the Standard Specifications.
MAINTENANCE
Cuttings shall be watered and maintained in a healthy condition from the time the cuttings
are planted until acceptance of the contract. Cuttings that die shall be replaced at the
Contractor's expense. The method of planting replacement cuttings shall be as specified in this
section for willow cuttings.
MEASUREMENT AND PAYMENT
The quantity of willow cuttings will be measured as units determined from actual count in
place, excluding additional willow cuttings required for replacement.
The contract unit price paid for Willow Cuttings Plant Group WC) includes full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in willow cuttings, complete in place, including obtaining, storing and
transporting willow cuttings, preparing planting holes, furnishing and placing commercial
fertilizer packet), and for watering and maintaining willow cuttings, as shown on the plans, as
specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
10-1.34 AGGREGATE BASE
Aggregate base must comply with Section 26, Aggregate Bases," of the Standard
Specifications and these Special Provisions.
Book One San Benancio/State Route 68 Intersection Improvements 490
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
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JANUARY-U012
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40444-U01
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7/19/2010-U011
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40453-U01
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Aggregate base must be Class 2.
Do not store reclaimed asphalt concrete or aggregate base with reclaimed asphalt concrete
within 100 feet measured horizontally of any culvert, watercourse, or bridge.
10-1.35 HOT MIX ASPHALT
GENERAL
Summary
This work includes producing and placing hot mix asphalt HMA) Type A using the standard
process.
Comply with Section 39, Hot Mix Asphalt," of the Standard Specifications.
MATERIALS
Asphalt Binder
The grade of asphalt binder mixed with aggregate for HMA Type A must be PG 64-10.
Aggregate
The aggregate for HMA Type A must comply with the 1/2-inch grading.
CONSTRUCTION
Rumble Strips
Construct rumble strips in the top layer of new HMA surfacing.
Before opening the lane to public traffic, pave shoulders and median borders adjacent to a
lane being paved.
Do not leave a vertical joint more than 0.15 foot high between adjacent lanes open to public
traffic.
Place HMA on adjacent traveled way lanes so that at the end of each work shift, the distance
between the ends of HMA layers on adjacent lanes is between 5 feet and 10 feet. Place
additional HMA along the transverse edge at each lane's end and along the exposed longitudinal
edges between adjacent lanes. Hand rake and compact the additional HMA to form temporary
conforms. You may place Kraft paper or another approved bond breaker under the conform
tapers to facilitate the taper removal when paving operations resume.
Widening
If widening existing pavement, construct new structural section on both sides of the existing
pavement to match the elevation of the existing pavement's edge at each location before placing
HMA over the existing pavement.
Conform Tapers
Place shoulder conform tapers concurrently with the adjacent lane's paving.
Place additional HMA along the pavement's edge to conform to road connections and private
drives. Hand rake, if necessary, and compact the additional HMA to form a smooth conform
taper.
10-1.36 HOT MIX ASPHALT MISCELLANEOUS AREAS)
GENERAL
Summary
This work includes producing hot mix asphalt HMA) and placing it on miscellaneous areas.
Book One San Benancio/State Route 68 Intersection Improvements 491
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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MG89556-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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CONDUCT-U07
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MODIFICATIONS-U07
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MONITORING-U07
REPORTING-U07
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7/19/2010-U011
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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PASSAGE-U012
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STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
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STATE-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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REPORTING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Comply with Section 39, Hot Mix Asphalt," of the Standard Specifications.
MEASUREMENT AND PAYMENT
If there is a contract item for place hot mix asphalt miscellaneous area) paid for by the
square yard, this item is limited to the areas listed on the plans and is in addition to the contract
items for the materials involved.
Full compensation for tack coat for miscellaneous areas is considered as included in the
contract price paid per ton for the hot mix asphalt used in miscellaneous areas and no separate
payment will be made therefor.
10-1.37 PILING
GENERAL
Piling shall conform to the provisions in Section 49, Piling," of the Standard Specifications,
and these Special Provisions.
Unless otherwise specified, welding of any work performed in conformance with the
provisions in Section 49, Piling," of the Standard Specifications, shall be in conformance with
the requirements in AWS D1.1.
Difficult pile installation is anticipated due to the presence of high ground water, cobbles
and boulders, low overhead clearance, underground utilities, and overhead utilities
When a calculated nominal driving resistance is shown on the plans for piling, that value
shall be utilized in lieu of nominal resistance in Section 49, Piling," of the Standard
Specifications, and these Special Provisions.
MEASUREMENT AND PAYMENT PILING)
Measurement and payment for the various types and classes of piles shall conform to the
provisions in Sections 49-6.01, Measurement," and 49-6.02, Payment," of the Standard
Specifications and these Special Provisions.
10-1.38 CONCRETE STRUCTURES
Portland cement concrete structures shall conform to the provisions in Section 51, Concrete
Structures," of the Standard Specifications and these Special Provisions.
GENERAL
Attention is directed to Precast Concrete Quality Control" of these Special Provisions.
Shotcrete shall not be used as an alternative construction method for reinforced concrete
members unless otherwise specified.
Concrete, for retaining wall structures, shall have an integral earthtone color conforming to
Federal Standard 595B Color No. 33522.
Plastic pipe located at vertical drains used behind retaining walls, including horizontal or
sloping drains down slopes and across sidewalk areas, shall be polyvinyl chloride PVC) plastic
pipe, Schedule 80, conforming to the provisions for pipe for edge drains and edge drain outlets in
Section 68-3.02, Materials," of the Standard Specifications. The vertical drain pipe shall be
rigidly supported in place during backfilling operations.
PAYMENT
Full compensation for Facing Rock Slope Protection is included in the contract unit price
paid per cubic yard for Minor Concrete Gutter), and no additional compensation will be allowed
therefor.
Book One San Benancio/State Route 68 Intersection Improvements 492
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
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8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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FINDINGS-U012
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PROGRAM-U012
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TO-U012
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IN-U012
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JANUARY-U012
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JANUARY-U012
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40444-U01
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7/19/2010-U011
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68-U012
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BENANCIO-U012
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40453-U01
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NO.-U02
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FO85769-U03
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300-PUBLIC-U08
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7/19/2010-U011
ROUTE-U012
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Full compensation for application of integral earthtone color is included in the contract unit
pice paid per cubic yard for Structure Concrete Retaining Wall), and no additional
compensation will be allowed therefor.
AGGREGATE GRADINGS
The aggregate grading of concrete for San Benancio Bridge shall be the 1-inch maximum
combined aggregate grading and shall conform to the requirements in Section 90-3, Aggregate
Gradings," of the Standard Specifications.
FALSEWORK
Falsework shall conform to the provisions in Section 51, Concrete Structures," of the
Standard Specifications and these Special Provisions.
Temporary crash cushion modules, as shown on the plans and conforming to the provisions
in Temporary Crash Cushion Module" of these Special Provisions, shall be installed at the
approach end of temporary railings which are located less than 15 feet from the edge of a traffic
lane. For 2-way traffic openings, temporary crash cushion modules shall be installed at the
departing end of temporary railings which are located less than 6 feet from the edge of a traffic
lane.
The Contractor's engineer who signs the falsework drawings shall also certify in writing that
the falsework is constructed in conformance with the approved drawings and the contract
specifications prior to placing concrete. This certification shall include performing any testing
necessary to verify the ability of the falsework members to sustain the stresses required by the
falsework design. The engineer who signs the drawings may designate a representative to
perform this certification. Where falsework contains openings for railroads, vehicular traffic, or
pedestrians, the designated representative shall be qualified to perform this work, shall have at
least 3 years of combined experience in falsework design or supervising falsework construction,
and shall be registered as a Civil Engineer in the State of California. For other falsework, the
designated representative shall be qualified to perform this work and shall have at least 3 years of
combined experience in falsework design or supervising falsework construction. The Contractor
shall certify the experience of the designated representative in writing and provide supporting
documentation demonstrating the required experience if requested by the Engineer.
Welding and Nondestructive Testing
Welding of steel members, except for previously welded splices and except for when fillet
welds are used where load demands are less than or equal to 1,000 pounds per inch for each
1/8 inch of fillet weld, shall conform to AWS D1.1 or other recognized welding standard. The
welding standard to be utilized shall be specified by the Contractor on the working drawings.
Previously welded splices for falsework members are defined as splices made prior to the
member being shipped to the project site.
Splices made by field welding of steel beams at the project site shall undergo nondestructive
testing NDT). At the option of the Contractor, either ultrasonic testing UT) or radiographic
testing RT) shall be used as the method of NDT for each field weld and any repair made to a
previously welded splice in a steel beam. Testing shall be performed at locations selected by the
Contractor. The length of a splice weld where NDT is to be performed, shall be a cumulative
weld length equal to 25 percent of the original splice weld length. The cover pass shall be
ground smooth at the locations to be tested. The acceptance criteria shall conform to the
requirements of AWS D1.1, Section 6, for cyclically loaded nontubular connections subject to
tensile stress. If repairs are required in a portion of the weld, additional NDT shall be performed
on the repaired sections. The NDT method chosen shall be used for an entire splice evaluation
including any required repairs.
Book One San Benancio/State Route 68 Intersection Improvements 493
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
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8/4/2010-U04
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CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
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8/4/2010-U04
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CONDUCT-U07
A-U07
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HEARING-U07
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MODIFICATIONS-U07
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MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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2011-U012
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24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????For all field welded splices, the Contractor shall furnish to the Engineer a letter of
certification which certifies that all welding and NDT, including visual inspection, are in
conformance with the specifications and the welding standard shown on the approved working
drawings. This letter of certification shall be signed by an engineer who is registered as a Civil
Engineer in the State of California and shall be provided prior to placing any concrete for which
the falsework is being erected to support.
For previously welded splices, the Contractor shall determine and perform all necessary
testing and inspection required to certify the ability of the falsework members to sustain the
stresses required by the falsework design. This welding certification shall 1) itemize the testing
and inspection methods used, 2) include the tracking and identifying documents for previously
welded members, 3) be signed by an engineer who is registered as a Civil Engineer in the State
of California, 4) and shall be provided prior to erecting the members.
DECK CLOSURE POURS
Where a deck closure pour is shown on the plans, reinforcement protruding into the closure
space and forms for the closure pour shall conform to the following:
A. During the time of placement of concrete in the deck, other than for the closure pour
itself, reinforcing steel which protrudes into the closure space shall be completely free
from any connection to the reinforcing steel, concrete, or other attachments of the
adjacent structure, including forms. The reinforcing steel shall remain free of any
connection for a period of not less than 24 hours following completion of the pour.
B. Forms for the closure pour shall be supported from the superstructure on both sides of the
closure space.
ELASTOMERIC BEARING PADS
Elastomeric bearing pads shall conform to the provisions in Section 51-1.12H, Elastomeric
Bearing Pads," of the Standard Specifications.
PRECAST CONCRETE GIRDERS
Precast reinforced concrete girders shall conform to the provisions in Section 51, Concrete
Structures," of the Standard Specifications.
PRECAST PRESTRESSED CONCRETE BRIDGE MEMBERS
The anticipated deflection and method of accommodation of deflection of precast prestressed
concrete girders, prior to the time the deck concrete is placed, shall be shown on the working
drawings in conformance with the provisions in Section 5-1.02, Plans and Working Drawings,"
of the Standard Specifications. The deflection shall include the following:
A. Anticipated upward deflection caused by the prestressing forces.
B. Downward deflection caused by the dead load of the girder.
C. Deflection caused by the creep and shrinkage of the concrete for the time interval
between the stressing of the girders and the planned placement of the deck.
The deflection shall be substantiated by calculations that consider the ages of the girder
concrete at the time of stressing and the Contractor's planned placement of the deck. Deflection
calculations shall be based on the concrete producer's estimate of the modulus of elasticity at the
applicable concrete age.
Adjustments to accommodate girder deflections that occur prior to the time the deck concrete
is placed may include revisions in bearing seat elevations, but the adjustments shall be limited by
the following conditions:
A. The minimum permanent vertical clearance under the structure as shown on the plans
shall not be reduced.
Book One San Benancio/State Route 68 Intersection Improvements 494
CONTRACT NO. 10-1 11065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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68-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
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TO-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
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MODIFICATIONS-U07
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REPORTING-U07
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7/19/2010-U011
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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B.-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????B. The profile grade and cross slope of the deck shall not be changed.
C. A minimum of one inch of deck slab concrete between the top of the precast girders and
the deck slab reinforcement shall be maintained.
Girders with unanticipated girder deflection that do not comply with conditions A, B, and C
will be rejected in conformance with the provisions in Section 6-1.04, Defective Materials," of
the Standard Specifications.
Adjustments to accommodate girder deflections will not be considered a change in
dimensions. Full compensation for increases in the cost of construction, including increases in
the quantity of deck or bearing seat concrete, resulting from adjustments to accommodate girder
deflections shall be considered as included in the contract prices paid for the various items of
work involved, and no additional compensation will be allowed therefor.
The Contractor shall submit a girder erection plan to the Engineer for approval in
conformance with the provisions in Section 5-1.02, Plans and Working Drawings," of the
Standard Specifications. The girder erection plan shall include procedures, details, and
sequences for unloading, lifting, erecting, and installing temporary bracing, and shall be signed
by an engineer who is registered as a Civil Engineer in the State of California. The Contractor
shall allow 20 days for the review of the girder erection plan.
MEASUREMENT AND PAYMENT
Measurement and payment for concrete in structures shall conform to the provisions in
Section 51-1.22, Measurement," and Section 51-1.23, Payment," of the Standard Specifications
and these Special Provisions.
Full compensation for furnishing and installing plastic pipe located at vertical drains used
behind retaining walls including horizontal or sloping drains down slopes and across sidewalk
areas, including excavation and backfill involved in placing the plastic pipe, shall be considered
as included in the contract price paid per cubic yard for the various items of concrete work
involved and no separate payment will be made therefor.
Full compensation for public notification and airborne monitoring for deck crack treatment
shall be considered as included in the contract price paid per cubic yard for structural concrete,
bridge, and no additional compensation will be allowed therefor.
10-1.39 ARCHITECTURAL SURFACE TEXTURED CONCRETE)
Architectural texture for concrete surfaces shall conform to the details shown on the plans,
the provisions in Section 51, Concrete Structures," of the Standard Specifications, and these
Special Provisions.
Architectural textures listed below are required at concrete surfaces shown on the plans:
TEST PANEL
A test panel at least 4' x 4' in size shall be successfully completed at a location approved by
the Engineer before beginning work on architectural textures. The test panel shall be constructed
and finished with the materials, tools, equipment, and methods to be used in constructing the
architectural texture. If ordered by the Engineer, additional test panels shall be constructed and
finished until the specified finish, texture, and color are obtained, as determined by the Engineer.
The test panel approved by the Engineer shall be used as the standard of comparison in
determining acceptability of architectural texture for concrete-surfaces.
FORM LINERS
Form liners shall be used for textured concrete surfaces and shall be installed in conformance
with the manufacturer's recommendations, unless other methods of forming textured concrete
Book One San Benancio/State Route 68 Intersection Improvements 495
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
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PROGRAM-U012
STATE-U012
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CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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STATE-U012
ROUTE-U012
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AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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CONSIDER-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
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PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????surfaces are approved by the Engineer. Form liners shall be manufactured from an elastomeric
material or a semi-elastomeric polyurethane material by a manufacturer of commercially
available concrete form liners. No substitution of other types of formliner material will be
allowed. Form liners shall leave crisp, sharp definition of the architectural surface. Recurring
textural configurations exhibited by repeating, recognizable shadow patterns shall be prevented
by proper casting of form liner patterns. Textured concrete surfaces with such recurring textural
configurations shall be reworked to remove such patterns as approved by the Engineer or the
concrete shall be replaced.
Form liners shall have the following properties:
Description ASTM
Designation:
Ran e
Elastomeric material
Shore A D 2240 20 to 65
hardness
Tensile strength psi) D 412 130 to 900
Semi-elastomeric
polyurethane
Shore D D 2240 55 to 65
hardness
Tensile strength psi) D 2370 2600 minimum
Cuts and tears in form liners shall be sealed and repaired in conformance with the
manufacturer's recommendations. Form liners that are delaminated from the form shall not be
used. Form liners with deformations to the manufactured surface caused by improper storage
practices or any other reason shall not be used.
Form liners shall extend the full length of texturing with transverse joints at 8 foot minimum
spacing. Small pieces of form liners shall not be used. Grooves shall be aligned straight and
true. Grooves shall match at joints between form liners. Joints in the direction of grooves in
grooved patterns shall be located only in the depressed portion of the textured concrete.
Adjoining liners shall be butted together without distortion, open cracks, or offsets at the joints.
Joints between liners shall be cleaned before each use to remove any mortar in the joint.
Adhesives shall be compatible with the form liner material and with concrete. Adhesives
shall be approved by the liner manufacturer. Adhesives shall not cause swelling of the liner
material.
RELEASING FORM LINERS
Products and application procedures for form release agents shall be approved by the form liner
manufacturer. Release agents shall not cause swelling of the liner material or delamination from
the forms. Release agents shall not stain the concrete or react with the liner material. For reliefs
simulating fractured concrete or wood grain surfaces the application method shall include the
scrubbing method using a natural bristle scrub brush in the direction of grooves or grain The
release agent shall coat the liner with a thin film. Following application of form release agent,
the liner surfaces shall be cleaned of excess amounts of agent using compressed air. Buildup of
form release agent caused by the reuse of a liner shall be removed at least every 5 uses.
Form liners shall release without leaving particles or pieces of liner material on the concrete
and without pulling or breaking concrete from the textured surface. The concrete surfaces
exposed by removing forms shall be protected from damage.
Book One San Benancio/State Route 68 Intersection Improvements 496
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????CURING
Concrete surfaces with architectural texture shall be cured only by the forms-in-place or
water methods. Seals and curing compounds shall not be used.
MEASUREMENT AND PAYMENT
Architectural texture will be measured and paid for by the square foot.
The contract price paid per square foot for architectural texture of the types listed in the
Engineer's Estimate shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in architectural texture, complete
in place, including test panels, as shown on the plans, as specified in the Standard Specifications
and these Special Provisions, and as directed by the Engineer.
10-1.40 STRUCTURE APPROACH SLABS TYPE N)
GENERAL
Summary
This work includes constructing reinforced concrete approach slabs, structure approach
drainage systems, and treated permeable base.
Reinforced concrete approach slabs must comply with Section 51, Concrete Structures," of
the Standard Specifications.
Submittals
Furnish a Certificate of Compliance under Section 6-1.07, Certificates of Compliance," of
the Standard Specifications for the geocomposite drain certifying that the drain complies with
these Special Provisions. The Certificate of Compliance must be accompanied by a flow
capability graph for the geocomposite drain showing flow rates and the externally applied
pressures and hydraulic gradients. The flow capability graph must be stamped with the
verification of an independent testing laboratory.
Notify the Engineer of the type of treated permeable base to be furnished at least 30 days
before the start of placement. Once you have notified the Engineer of the selection, the type to
be furnished must not be changed without a prior written request to do so and approval thereof
by the Engineer.
Notify the Engineer of the source of woven tape fabric at least 45 days before use.
MATERIALS
Concrete
Concrete for structure approach slabs must contain not less than 675 pounds of cementitious
material per cubic yard and must either:
1. Cure for not less than 5 days before opening to public traffic, or
2. Comply with Rapid Strength Concrete for Structures" of these Special Provisions.
Drainage Pads
Concrete for use in drainage pads must be minor concrete, except the concrete must contain
not less than 505 pounds of cementitious material per cubic yard.
Geocomposite Drain
Geocomposite drain must consist of a manufactured core not less than 0.25 inch thick nor
more than 2 inches thick with one or both sides covered with a layer of filter fabric that will
Book One San Benancio/State Route 68 Intersection Improvements 497
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????provide a drainage void. The drain must produce a flow rate through the drainage void of at least
2 gallons per minute per foot of width at a hydraulic gradient of 1.0 and a minimum externally
applied pressure of 3,500 psf.
The manufactured core must be one of the following:
1. Preformed grid of embossed plastic
2. Mat of random shapes of plastic fibers
3. Drainage net consisting of a uniform pattern of polymeric strands forming 2 sets of
continuous flow channels
4. System of plastic pillars and interconnections forming a semirigid mat
The core material and filter fabric must be capable of maintaining the drainage void for the
entire height of geocomposite drain. Filter fabric must be integrally bonded to the side of the
core material with the drainage void.
Filter Fabric
Filter fabric must comply with the specifications for Class A filter fabric in Section 88-1.02,
Filtration," of the Standard Specifications.
Treated Permeable Base
Treated permeable base under structure approach slabs must be an asphalt treated permeable
base or a cement treated permeable base as specified in Section 29, Treated Permeable Bases,"
of the Standard Specifications.
Miscellaneous Materials
Steel components of abutment ties, including plates, nuts, washers, and rods, must comply
with Section 75-1.03, Miscellaneous Bridge Metal," of the Standard Specifications.
Steel angles, plates, and bars at the concrete barrier joints must comply with Section 75-1.03,
Miscellaneous Bridge Metal," of the Standard Specifications.
Hardboard and expanded polystyrene must comply with Section 51-1.12D, Sheet Packing,
Preformed Pads, and Board Fillers," of the Standard Specifications.
Building paper must be commercial quality 30-pound asphalt felt.
PVC conduit used to encase the abutment tie rod must be commercial quality.
CONSTRUCTION
Geocomposite Drain
Install the geocomposite drain with the drainage void and the filter fabric facing the
embankment. The fabric facing the embankment side must overlap a minimum of 3 inches at all
joints and wrap around the exterior edges a minimum of 3 inches beyond the exterior edge. If
additional fabric is needed to provide overlap at joints and wraparound at edges, the added fabric
must overlap at least 6 inches and be attached to the fabric on the geocomposite drain.
Place core material manufactured from impermeable plastic sheeting having non-connecting
corrugations with the corrugations approximately perpendicular to the drainage collection
system.
If the fabric on the geocomposite drain is torn or punctured, replace the damaged section
completely or repair it by placing a piece of fabric that is large enough to cover the damaged area
and provide a 6-inch overlap.
If asphalt treated permeable base is placed around the slotted plastic pipe at the bottom of the
geocomposite drain, it must be placed at a temperature of not less than 180 OF nor more than
230 OF.
Book One San Benancio/State Route 68 Intersection Improvements 498
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Filter Fabric
Place filter fabric immediately after grading and compacting the subgrade to receive the filter
fabric.
Align, handle, and place filter fabric in a wrinkle-free manner under the manufacturer's
recommendations.
Adjacent borders of the filter fabric must be overlapped from 12 inches to 18 inches or
stitched. The preceding roll must overlap the following roll in the direction the material is being
spread or must be stitched. When the fabric is joined by stitching, it must be stitched with yarn
of a contrasting color. The size and composition of the yarn must be as recommended by the
fabric manufacturer. The number of stitches per 1 inch of seam must be 5 to 7.
Equipment or vehicles must not be operated or driven directly on the filter fabric.
Woven Tape Fabric
Woven tape fabric to be placed between the treated permeable base and the approach slab
must be a fabric made of woven strips or tapes and shall conform to the following:
Property Designation Requirement
Weight, ounces per square yard, min. D 3776 3
Grab Tensile Strength, pounds, min. D 4632 50
Elongation, percent, max. D 4632 35
Toughness, pounds, min.
Percent elongation times grab tensile strength)
1,200
Woven tape fabric must be treated to provide a minimum of 70 percent breaking strength
retention after 500 hours exposure when tested under ASTM D 4355.
Treated Permeable Base
Construct treated permeable base under Section 29, Treated Permeable Bases," of the
Standard Specifications and these Special Provisions.
Place asphalt treated permeable base at a temperature of not less than 200 F nor more than
250 F. Do not use material stored in excess of 2 hours in the work.
Asphalt treated permeable base may be spread in 1 layer. Compact with a vibrating shoe
type compactor or a roller weighing at least 1.5 tons but not more than 5 tons. Begin compacting
base as soon as the mixture has cooled sufficiently to support the weight of the equipment
without undue displacement.
Cement treated permeable base may be spread in 1 layer. Compact base with a vibrating
shoe type compactor or with a steel-drum roller weighing at least 1.5 tons but not more than
5 tons. Compaction must begin within one-half hour of spreading and must consist of
2 complete coverages of the cement treated permeable base.
Finishing Approach Slabs
Finish and treat the top surface of approach slabs under Section 51-1.17, Finishing Bridge
Decks," of the Standard Specifications. Edges of slabs must be edger finished.
Cure approach slabs with pigmented curing compound 1) under the specifications for curing
structures in Section 90-7.01B, Curing Compound Method," of the Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 499
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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E.-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
CONSIDER-U012
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68-U012
AT-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Sealing Joints
Type AL joint seals must comply with Section 51-1.12F, Sealed Joints," of the Standard
Specifications. The sealant may be mixed by hand-held power-driven agitators and placed by
hand methods.
The pourable seal between the steel angle and concrete barrier must comply with the
requirements for Type A and AL seals in Section 51-1.12F(3), Materials and Installation," of
the Standard Specifications.
The sealant may be mixed by hand-held power-driven agitators and placed by hand methods.
Immediately before placing the seal, thoroughly clean the joint, including abraisive blast
cleaning of the concrete surfaces, so that all foreign material and concrete spillage are removed
from all joint surfaces. Joint surfaces must be dry at the time the seal is placed.
MEASUREMENT AND PAYMENT
Structural concrete, approach slab Type N) will be measured and paid for in conformance
with the provisions in Section 51-1.22, Measurement," and Section 51-1.23" Payment," of the
Standard Specifications and these Special Provisions.
Full compensation forthe structure approach drainage system including geocomposite drain,
plastic pipe, and drainage pads, treated permeable base, filter fabric, woven tape fabric,
miscellaneous metal, pourable seals, epoxy-coated bar reinforcement transverse joint seals at
sleeper slabs, waterstops, and sliding joints shall be considered as included in the contract price
paid per cubic yard for structural concrete, approach slab of the type shown in the Engineer's
Estimate, and no additional compensation will be allowed therefor.
10-1.41 STRUCTURE APPROACH SLABS TYPE R)
GENERAL
Summary
This work includes removing portions of existing structures, existing pavement and base
including reinforced concrete approach slabs, asphalt concrete surfacing, portland cement
concrete pavement, subsealing material, and cement treated base, and constructing new
reinforced concrete approach slabs at structure approaches.
Reinforced concrete approach slabs must comply with Section 51, Concrete Structures," of
the Standard Specifications.
Quality Control and Assurance
Trial Slab
Before beginning work on approach slabs constructed using RSC, you must successfully
complete one or more trial slabs for each concrete mix design to be used in constructing the
approach slabs.
Trial slabs must be constructed, finished, cured, and tested with the materials, tools,
equipment, personnel, and methods to be used in completing the approach slab. Trial slabs must
demonstrate that you are capable of producing approach slabs in conformance with the
provisions in this section, within anticipated time periods including delivery, placement,
finishing, and curing times, and under similar atmospheric and temperature conditions expected
during construction operations. Multiple trial slabs for each approach slab concrete mix design
may be required to envelop variable atmospheric conditions.
The minimum trial slab dimensions must be 10' x 20' x 9". Place trial slabs"near the job site
at a location acceptable to the Engineer except slabs must not be placed on the roadway or within
the project limits.
Book One San Benancio/State Route 68 Intersection Improvements 500
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
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PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
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APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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B.-U012
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
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IMPROVEMENTS,-U012
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05-0H8220,-U012
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17,-U012
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24,-U012
2011,-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????Perform compressive strength testing under Section 90-9, Compressive Strength"" of the
Standard Specifications. Trial slab concrete must develop compressive strengths of at least 1200
psi at the age of break used for prequalification of the concrete, and at least 2500 psi at 3 days.
MATERIALS
Concrete
Concrete for structure approach slabs must contain not less than 675 pounds of cementitious
material per cubic yard and must either:
1. Cure for not less than 5 days before opening to public traffic, or
2. Comply with Rapid Strength Concrete for Structures" of these Special Provisions.
Temporary Structural Section
HMA must consist of commercial quality aggregate and asphalt binder. The grading of the
aggregate must comply with the 3/4-inch HMA Types A 3/ B grading specified in Section 39-
1.02E, Aggregate," of the Standard Specifications. The asphalt binder must comply with the
requirements for liquid asphalt SC-800 in Section 93, Liquid Asphalts," of the Standard
Specifications. The amount of asphalt binder to be mixed with the aggregate must be
approximately 0.3 percent less than the optimum bitumen content as determined by California
Test 367.
Aggregate Base Approach Slab)
Aggregate base approach slab) for filling voids below the reinforced structure approach slab
concrete must be produced from commercial quality aggregates consisting of broken stone,
crushed gravel or natural rough-surfaced gravel, and sand, or any combination thereof. The
grading of the aggregate base must comply with the 3/4-inch maximum grading specified in
Section 26-1.02A, Class 2 Aggregate Base," of the Standard Specifications.
Miscellaneous Materials
Steel components of abutment ties, including plates, nuts, washers, and rods, must comply
with Section 75-1.03, Miscellaneous Bridge Metal," of the Standard Specifications.
Steel angles, plates, and bars at the concrete barrier joints must comply with Section 75-1.03,
Miscellaneous Bridge Metal," of the Standard Specifications.
Hardboard and expanded polystyrene must comply with Section 51-1.12D, Sheet Packing,
Preformed Pads, and Board Fillers," of the Standard Specifications.
Building paper must be commercial quality 30-pound asphalt felt.
PVC conduit used to encase the abutment tie rod must be commercial quality.
CONSTRUCTION
General
The thickness shown on the plans for structure approach slabs is the minimum thickness.
The thickness may vary depending on the thickness of the pavement and base materials removed.
Dispose of all materials no longer required in the work under Section 7-1.13, Disposal of
Material"Outside the Highway Right of Way," of the Standard Specifications.
Removing Existing Pavement And Base Materials
Sawcut full depth the outline of portland cement concrete to be removed with a power-driven
concrete saw.
Cut the outlines of excavations in asphalt concrete on a neat line to a minimum depth of 0.25
foot with a power-driven concrete saw or wheel-type rock cutting excavator before any asphalt
Book One San Benancio/State Route 68 Intersection Improvements 501
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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B.-U012
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BIB]
40444-U01
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ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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10-111065;-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????concrete material is removed. These excavations must be permanently or temporarily backfilled
to conform to the grade of the adjacent pavement before opening the lane to public traffic.
Surplus excavated material may be used as temporary backfill material.
Regardless of the type of equipment used to remove concrete within the sawed outline, do
not use power impact tools within 1.5 feet of the pavement that is required to remain in place.
Uniformally grade and compact the existing base material remaining in place after removing
the existing pavement and base materials to the required depth. The finished surface of the base
material at any point must not extend above the grade approved by the Engineer.
Fill areas of base material that are low as a result of over excavation with structure approach
slab concrete in the same operation that the new concrete is placed.
Where pavement subsealing has been performed under existing approach slabs, remove the
full depth of subsealing material. Where removal of cement treated base is required to construct
the approach slab, remove the full depth of the cement treated base.
Fill voids between the new structure approach slab and the base material remaining in place
that are caused by removal of subsealing material or cement treated base with either aggregate
base approach slab) or structure approach slab concrete. If you choose to fill these voids with
structure approach slab concrete, fill the voids in the same operation that the new concrete is
placed.
Establish a grade line for the new approach slab that will provide a smooth profile grade.
The profile grade will be subject to approval by the Engineer.
Aggregate Base Approach Slab)
Spread and compact aggregate base approach slab) for filling voids below the reinforced
structure approach slab concrete by methods that will produce a well-compacted, uniform base,
free from pockets of coarse or fine material to the grade approved by the Engineer. Where the
required thickness of aggregate base is 8 inches or less, the base may be spread and compacted in
one layer. Where the required thickness of aggregate base is more than 8 inches, the base must
be spread and compacted in 2 or more layers of approximately equal thickness. The maximum
compacted thickness of any one layer shall not exceed 8 inches.
The finished surface of the base material at any point must not extend above the grade
approved by the Engineer. Fill areas of base material that are lower than the grade approved by
the Engineer with structure approach slab concrete in the same operation that the new concrete is
placed.
Bonding Bar Reinforcement
Bond bar reinforcement or abutment tie rods in drilled holes under the provisions for
drilling and bonding dowels in Section 83-2.02D(1), General," of the Sta"dard Specifications.
If reinforcement is encountered during drilling before the specified depth is attained, notify
the Engineer. Unless the Engineer approves coring through the reinforcement, the hole will be
rejected and a new hole must be drilled adjacent to the rejected hole to the depth shown on the
plans.
Finishing Approach Slabs
Finish the top surface of the approach slab under the provisions for decks in Section 51-1.17,
Finishing Bridge Dec"s," of the Standard Specifications. The finished top surface must not vary
more than 0.02 foot from the lower edge of a 12-foot straightedge placed parallel with the
centerline. Edges of slabs must be edger finished. The provisions for deck crack treatment do
not apply to Type R approach slabs.
Book One San Benancio/State Route 68 Intersection Improvements 502
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
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B.-U012
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APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
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AUTHORIZING-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
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AUTHORIZING-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????The surface of the approach slab will not be profiled, and the Profile Index requirements do
not apply.
Approach slab concrete shall be cured before the time the lane is to be opened to public
traffic as specified in Maintaining Traffic" of these Special Provisions.
Sealing Joints
Type AL joint seals must comply with Section 51-1.12F, Sealed Joints," of the Standard
Specifications. The sealant may be mixed by hand-held power-driven agitators and placed by
hand methods.
MEASUREMENT AND PAYMENT
Structural concrete, approach slab Type R) will be measured and paid for in conformance
with the provisions in Section 51-1.22, Measurement," and Section 51-1.23" Payment," of the
Standard Specifications and these Special Provisions.
Full compensation for removing and disposing of portions of existing structures and
pavement materials shall be considered as included in the contract price paid per cubic yard for
structural concrete, approach slab Type R), and no separate payment will be made therefor.
The quantity of aggregate base approach slab) to be paid for shall include the actual volume
of aggregate base approach slab) used to fill voids below the reinforced structure approach slab
concrete, except for the volume of areas low as a result of over excavation. The volume to be
paid for will be calculated on the basis of the constructed length, width, and thickness of the
filled voids. Structure approach slab concrete used to fill voids lower than the approved grade of
the base, except for the areas low as a result of over excavation, will be measured and paid for by
the cubic yard as aggregate base approach slab).
The contract price paid per cubic yard for aggregate base approach slab) shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in constructing aggregate base approach slab), complete in place,
including excavation and removing and disposing of base and subsealing materials, as shown on
the plans, as specified in the Standard Specifications and these Special Provisions, and as
directed by the Engineer.
Full compensation for furnishing, stockpiling, and disposing of standby material for
construction of temporary structural sections; and for constructing, maintaining, removing, and
disposing of temporary structural sections shall be considered as included in the contract price
paid per cubic yard for structural concrete, approach slab Type R), and no separate payment will
be made therefor.
Full compensation for drilling and bonding of bar reinforcement or abutment tie rods shall be
considered as included in the contract price paid per cubic yard for structural concrete, approach
slab Type R), and no separate payment will be made therefor.
Full compensation for constructing, testing, and removing trial slabs shall be considered as
included in the contract price paid per cubic yard for structural concrete, approach slab Type R),
and no separate payment will be made therefor.
10-1.42 PAVING NOTCH EXTENSION
This work shall consist of extending existing paving notches in conformance with the details
shown on the plans and these Special Provisions.
Concrete for the paving notch extensions shall conform to the provisions for structure
approach slab concrete of these Special Provisions.
At least 12 hours shall elapse between the time of placing concrete for the paving notch
extension and placing concrete for the structure approach slab.
Book One San Benancio/State Route 68 Intersection Improvements 503
CONTRACT NO. 10-1 1 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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C.-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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B.-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The construction joint between the paving notch extension and the existing abutment shall
conform to the provisions for horizontal construction joints in Section 51-1.13, Bonding," of the
Standard Specifications. Concrete shall be placed in the spalled portions of the existing paving
notch concurrently with the concrete for the paving notch extension.
Attention is directed to Reinforcement" of these Special Provisions.
Structure excavation and backfill shall conform to the provisions in Section 19-3, Structure
Excavation and Backfill," of the Standard Specifications, except for payment.
Drilling of holes and bonding of reinforcing steel dowels shall conform to the provisions for
drilling and bonding dowels in Section 83-2.02D(1), General," of the Standard Specifications.
If reinforcement is encountered during drilling before the specified depth is attained, the
Engineer shall be notified. Unless the Engineer approves coring through the reinforcement, the
hole will be rejected and a new hole, in which reinforcement is not encountered, shall be drilled
adjacent to the rejected hole to the depth shown on the plans.
The quantity of concrete for paving notch extension will be measured by the cubic foot.
The contract price paid per cubic foot for paving notch extension shall include full
compensation for furnishing all labor, materials including concrete for the paving notch spalled
areas), tools, equipment, and incidentals, and for doing all the work involved in constructing the
paving notch extension, complete in place, including structure excavation and backfill,
reinforcement, and drilling and bonding dowels, as shown on the plans, as specified in the
Standard Specifications and these Special Provisions, and as directed by the Engineer.
10-1.43 DRILL AND BOND DOWELS
Drilling and bonding dowels shall conform to the details shown on the plans, the provisions
in Section 83-2.02D(1), General," of the Sta"dard Specifications, and these Special Provisions.
Dowels shall conform to the provisions for bar reinforcement in Reinforcement" of these
Special Provisions.
If reinforcement is encountered during drilling before the specified depth is attained, the
Engineer shall be notified. Unless the Engineer approves coring through the reinforcement, the
hole will be rejected and a new hole, in which reinforcement is not encountered, shall be drilled
adjacent to the rejected hole to the depth shown on the plans.
Unless otherwise provided, dowels to be bonded into drilled holes will be paid for as bar
reinforcing steel bridge).
Unless otherwise provided, drilling and bonding dowels will be measured and paid for by the
linear foot determined by the number and the required depth of holes as shown on the plans or as
ordered by the Engineer.
The contract price paid per linear foot for drill and bond dowel shall include full
compensation for furnishing all labor, materials except reinforcing steel dowels), tools,
equipment, and incidentals, and for doing all the work involved in drilling the holes, including
coring through reinforcement when approved by the Engineer, and bonding the dowels, complete
in place, as shown on the plans, as specified in the Standard Specifications and these Special
Provisions, and as directed by the Engineer.
10-1.44 CORE AND PRESSURE GROUT HIGH STRENGTH RODS
Coring and pressure grouting high strength rods shall include coring holes through
reinforced concrete, placing high strength rods, and filling the holes with pressurized grout, as
shown on the plans and in conformance with these Special Provisions.
High strength rods to be placed in the cored holes shall conform to the provisions for
miscellaneous metal restrainer rod type) of these Special Provisions.
High strength rods to be pressure grouted in cored holes will be paid for as miscellaneous
metal restrainer rod type).
Book One San Benancio/State Route 68 Intersection Improvements 504
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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MEASURES;-U012
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CONSIDER-U012
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
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68-U012
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C.-U012
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APPROVING-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Holes shall be cored by methods that will not shatter or damage the concrete adjacent to the
holes.
Water for coring shall be from the local domestic water supply or shall not contain more than
1,000 parts per million of chlorides as Cl, nor more than 1,300 parts per million of sulfates as
SO4, nor shall it contain any impurities in a sufficient amount to cause discoloration of the
concrete or produce etching of the surface.
Concrete areas and steel surfaces to be in contact with the grout shall be cleaned of all loose
or foreign material that would in any way prevent bonding, and concrete holes shall be flushed
with water and allowed to dry to a surface dry condition immediately before grouting.
Grout shall conform to the requirements of either ASTM Designation: C 1107 or ASTM
Designation: C 845, Type K, and shall provide a minimum compressive strength of 5000 psi at
28 days when tested by California Test 551. The grout shall be mixed in accordance with the
manufacturer's recommendations. Water shall conform to the provisions for water for
prestressed concrete work in Section 90-2.03, Water," of the Standard Specifications.
Admixtures shall not contain more than 500 parts per million of chlorides as Cl, when tested
by California Test 422, and shall not contain more than 2500 parts per million of sulfates as SO4,
when tested by California Test 417.
After high strength rod placement, the ends of the cored hole containing the high strength
rod shall be sealed. A vent tube shall be placed at one end and one injection feed tube at the
other end. The vent tube and injection feed tube shall be placed in the same end for cored holes
that have only one end. The tubes shall be placed in the hole so that the air vents and the hole to
be completely filled with grout. Sufficient pressure shall be used so that the hole is free of voids.
Grout shall be pumped into the holes and continually wasted until air and water are ejected and
there are no visible slugs.
Grout or water shall not flow into any waterway, on to public traffic, across shoulders or
lanes occupied by public traffic, or into gutters or other drainage facilities.
Full compensation for coring and pressure grouting high strength rods is included in the
contract unit price paid per pound for miscellaneous metal restrainer rod type), and no
additional compensation will be allowed.
10-1.45 SEALING JOINTS
Joints in concrete bridge decks and joints between concrete structures and concrete approach
slabs must be sealed in conformance with the details shown on the plans, the provisions in
Section 51, Concrete Structures," of the Standard Specifications, and these Special Provisions.
When ordered by the Engineer, a joint seal larger than called for by the Movement Rating
shown on the plans must be furnished and installed. Payment to the Contractor for furnishing the
larger seal and for saw cutting the increment of additional depth of groove required will be
determined as provided in Section 4-1.03, Changes," of the Standard Specifications.
10-1.46 REINFORCEMENT
Reinforcement shall conform to the provisions in Section 52, Reinforcement," of the
Standard Specifications and these Special Provisions.
The provisions in Welding Quality Control" of these Special Provisions do not apply to
resistance butt welding.
Reinforcement shown on the plans to be galvanized shall be galvanized in conformance with
the requirements in ASTM Designation: A 767/A 767M, Class 1, except that chromating will not
be required.
Within areas where galvanized reinforcement is required, tie wire and bar chairs or other
metallic devices used to secure or support the reinforcement shall be galvanized, plastic coated,
or epoxy coated to prevent corrosion of the devices or damage to the galvanized reinforcement.
Book One San Benancio/State Route 68 Intersection Improvements 505
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
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SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
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REPORTING-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Galvanized surfaces that are abraded or damaged caused by shipping, handling, or
installation shall be repaired as specified in Section 75-1.05, Galvanizing," of the Standard
Specifications.
MEASUREMENT AND PAYMENT
Measurement and payment for reinforcement in structures shall conform to the provisions in
Section 52-1.10, Measurement," and Section 52-1.11" Payment," of the Standard
Specifications and these Special Provisions.
Full compensation for galvanizing steel reinforcement shall be considered as included in the
prices paid for the various items of work involved and no additional compensation will be
allowed therefor.
10-1.47 BRIDGE DECK METHACRYLATE RESIN TREATMENT
GENERAL
Summary
This work includes applying a high molecular weight methacrylate HMWM) resin system
with sand and absorbent material to bridge decks.
Submittals
Submit a HMWM resin system placement plan and a public safety plan under Section 5-1.02,
Plans and Working Drawings," of the Standard Specifications. The plan review time is 15 days.
The HMWM resin system placement plan must include:
1. Schedule of work and testing for each bridge
2. Description of equipment for applying HMWM resin
3. Range of gel time and final cure time for HMWM resin
4. Absorbent material to be used
5. Description of equipment for applying and removing excess sand and absorbent material
6. Procedure for removing HMWM resin from the deck, including equipment
7. Storage and handling of HMWM resin components and absorbent material
8. Disposal of excess HMWM resin and containers
The public safety plan must include:
1. A public notification letter with a list of delivery and posting addresses. The letter must
state HMWM resin work locations, dates, times, and what to expect. Deliver the letter to
residences and businesses within 100 feet of HMWM resin work locations and to local fire and
police officials at least 7 days before starting work. Post the letter at the job site.
2. An airborne emissions monitoring plan prepared and executed by a certified industrial
hygienist CIH) certified in comprehensive practice by the American Board of Industrial
Hygiene. The plan must have at least 4 monitoring points including the mixing point,
application point, and point of nearest public contact. Monitor airborne emissions during
HMWM resin work and submit emissions monitoring results after completing the work.
3. An action plan for protection of the public when airborne emissions levels exceed
permissible levels.
4. A copy of the CIH's certification.
Submit a material safety data sheet for each HMWM resin system component and
diatomaceous earth shipment before use.
Book One San Benancio/State Route 68 Intersection Improvements 506
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Quality Control and Assurance
Submit samples of HMWM resin components 15 days before use under Section 6-3,
Testing," of the Standard Specifications. Notify the Engineer 15 days before delivery of
HMWM resin components in containers over 55 gallons to the job site.
Complete a test area before starting work. Results from airborne emissions monitoring of the
test area must be submitted to the Engineer before starting production work.
The test area must:
1. Be approximately 500 sq ft
2. Be placed within the project limits outside the traveled way at an approved location
3. Be constructed using the same equipment as the production work
4. Replicate field conditions for the production work
5. Demonstrate proposed means and methods meet the acceptance criteria
6. Demonstrate production work will be completed within the time allowed
7. Demonstrate suitability of the airborne emissions monitoring plan
The test area will be acceptable if.
1. The treated deck surface is tack free and non-oily
2. The sand cover adheres and resists brushing by hand
3. Excess sand and absorbent material has been removed
4. The coefficient of friction is at least 0.35 when tested under California Test 342
MATERIALS
HMWM resin system consists of a resin, promoter, and initiator. HMWM resin must be low
odor and comply with the following:
HMWM Resin
Property Requirement Test Method
Volatile Content 30 percent, maximum ASTM D 2369
Viscosity 25 cP, maximum, ASTM D 2196
BrookfiELd RVT
with UL adaptor,
50 RPM at 77?F)
Specific Gravity 0.90 minimum, at 77?F ASTM D 1475
Flash Point 180?F, minimum ASTM D 3278
Vapor Pressure 1.0 mm Hg, maximum, ASTM D 323
at 77?F
Tack-free Time 400 minutes, Specimens prepared
maximum, at 25?C per California
Test 551
PCC Saturated 3.5 MPa, minimum at California Test 551
Surface-Dry Bond 24 hours and 21 t 1 C
Strength
Test must be performed before adding initiator.
Sand for abrasive sand finish must:
1. Be commercial quality dry blast sand
2. Have at least 95 percent pass the No. 8 sieve and at least 95 percent retained on the No.
20 sieve when tested under California Test 205
Absorbent material must be diatomaceous earth, abrasive blast dust, or substitute
recommended by the HMWM resin supplier and approved by the Engineer.
Book One San Benancio/State Route 68 Intersection Improvements 507
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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APPROVED-U012
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CONSIDER-U012
AUTHORIZING-U012
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ADVERTISE-U012
NOTICE-U012
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BIDDERS"-U012
IN-U012
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ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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A-U07
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HEARING-U07
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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MAKING-U012
APPROPRIATE-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
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C.-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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10-111065;-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????CONSTRUCTION
HMWM resin system applied by machine must be:
1. Combined in volumetric streams of promoted resin to initiated resin by static in-line
mixers
2. Applied without atomization
HMWM resin system may be applied manually. Limit the quantity of resin mixed for
manual application to 5 gallons at a time.
The deck must be dry before applying HMWM resin. The concrete surface must be at least
50 degrees F and at most 100 degrees F. Relative humidity must be expected to be at most 85
percent during the work shift.
Spread the HMWM resin uniformly. Completely cover surfaces to be treated and fill all
cracks. Redistribute excess resin using squeegees or brooms within 10 minutes of application.
For textured or grooved deck surfaces, excess resin must be removed from the texture
indentations.
Apply the abrasive sand finish of at least 2 lbs per sq yd or until saturation as determined by
the Engineer no sooner than 20 minutes after applying resin. Apply absorbent material before
opening lane to traffic. Remove excess sand and absorbent material by vacuuming or power
sweeping.
Traffic or equipment will be allowed on the overlay after the Engineer has determined:
1. The treated deck surface is tack free and non-oily
2. The sand cover adheres and resists brushing by hand
3. Excess sand and absorbent material has been removed
4. No material will be tracked beyond limits of treatmen by traffic
Remove the HMWM resin from the deck surface if the Engineer determines 1) the above
listed conditions have not been met and 2) the allowable lane closure time will be exceeded.
The Engineer performs California Test 342 on treated deck surfaces. The Engineer provides
at least a 15-day notice for the Contractor to provide traffic control for each bridge location. The
coefficient of friction of the treated deck must be at least 0.35.
MEASUREMENT AND PAYMENT
Bridge deck methacrylate resin treatment will be measured by the square foot based on the
dimensions shown on the plans and will be paid for as treat bridge deck. Furnish bridge deck
treatment material will be measured by the gallon of mixed HMWM resin actually placed and
will be paid for as furnish bridge deck treatment material. No payment will be made for
materials wasted or not incorporated in the work.
The contract price paid per square foot for treat bridge deck shall include full compensation
for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in preparing and applying bridge deck HMWM resin treatment, including sand and
absorbent material, as shown on the plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer.
The contract price paid per gallon for furnish bridge deck treatment material shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to
furnish the bridge deck treatment material to the site of the work ready for application, as
specified in the Standard Specifications and these Special Provisions and as directed by the
Engineer.
Public safety plan will be paid for on the basis of a lump sum price.
The contract lump sum price paid for public safety plan shall include full compensation for
furnishing all labor, materials, tools, equipment, and incidentals, including the public action plan
and airborne emissions monitoring work performed by the CIH, notification of the public, and
Book One San Benancio/State Route 68 Intersection Improvements 508
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
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CONSIDER-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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C.-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
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HEARING-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS-U012
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FINDINGS-U012
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MONITORING-U012
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PROGRAM-U012
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IMPROVEMENTS,-U012
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NO.-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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MITIGATION-U012
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B.-U012
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A-U012
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MAKING-U012
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FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
CONSIDER-U012
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SPECIAL-U012
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STATE-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????reporting test results, complete in place, as shown on the plans, as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer.
Full compensation for providing traffic control for the Engineer to perform inspections and
testing shall be considered as included in the contract prices paid for the items of work involving
bridge deck methacrylate resin treatment and no additional compensation will be allowed
therefor.
10-1.48 ROADSIDE SIGNS
Roadside signs shall be furnished and installed at the locations shown on the plans or where
designated by the Engineer and in conformance with the provisions in Section 56-2, Roadside
Signs," of the Standard Specifications and these Special Provisions.
The Contractor shall furnish roadside sign panels in conformance with the provisions in
Furnish Sign" of the"e Special Provisions.
Wood posts shall be pressure treated after fabrication in conformance with the provisions in
Section 58, Preservative Treatme"t of Lumber, Timber and Piling," of the Standard
Specifications and AWPA Use Category System: UC4A, Commodity Specification A or
B.Type N CA), Type P CA), and Type R CA) marker panels mounted on a post with a
roadside sign shall be considered to be sign panels and will not be paid for as markers.
10-1.49 FURNISH SIGN
Signs shall be fabricated and furnished in accordance with details shown on the plans, the
Traffic Sign Specifications, and these Special Provisions.
Traffic Sign Specifications for California sign codes are available for review at:
http://www.dot.ca.gov/hq/traffops/signtech/signdel/specs.htm
Traffic Sign Specifications for signs referenced with Federal MUTCD sign codes can be
found in Standard Highway Signs Book, administered by the Federal Highway Administration,
which is available for review at:
http://mutcd.fhwa.dot.gov/ser-shs mil l ennium. htm
Information on cross-referencing California sign codes with the Federal MUTCD sign codes
is available at:
http://www.dot.ca.gov/hq/traffops/signtech/signdel/specs.htm
Temporary or permanent signs shall be free from blemishes that may affect the serviceability
and detract from the general sign color and appearance when viewing during daytime and
nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat,
smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air
bubbles. The front, back, and edges of the sign panels shall be free of router chatter marks,
burns, sharp edges, loose rivets, delaminated skins, excessive adhesive over spray and aluminum
marks.
QUALITY CONTROL FOR SIGNS
The requirements of Quality Control for signs" in this section shall not apply to construction
area signs.
No later than 14 days before sign fabrication, the Contractor shall submit a written copy of
the quality control plan for signs to the Engineer for review. The Engineer will have 10 days to
review the quality control plan. Sign fabrication shall not begin until the Engineer approves the
Contractor's quality control pl'n in writing. The Contractor shall submit to the Engineer at least
3 copies of the approved quality control plan. The quality control plan shall include, but not be
limited to the following requirements:
A. Identification of the party responsible for quality control of signs,
B. Basis of acceptance for incoming raw materials at the fabrication facility,
Book One San Benancio/State Route 68 Intersection Improvements 509
CONTRACT NO. 10- 11 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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PROGRAM-U012
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2011,-U012
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40444-U01
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CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????C. Type, method and frequency of quality control testing at the fabrication facility,
D. List by manufacturer and product name) of process colors, protective overlay film,
retroreflective sheeting and black non-reflective film,
E. Recommended cleaning procedure for each product, and
F. Method of packaging, transport and storage for signs.
No legend shall be installed at the project site. Legend shall include letters, numerals, tildes,
bars, arrows, route shields, symbols, logos, borders, artwork, and miscellaneous characters. The
style, font, size, and spacing of the legend shall conform to the Standard Alphabets published in
the FHWA Standard Highway Signs Book. The legend shall be oriented in the same direction in
accordance with the manufacturer's orientation marks ound on the retroreflective sheeting.
On multiple panel signs, legend shall be placed across joints without affecting the size,
shape, spacing, and appearance of the legend. Background and legend shall be wrapped around
interior edges of formed panel signs as shown on plans to prevent delamination.
The following notation shall be placed on the lower right side of the back of each sign where
the notation will not be blocked by the sign post or frame:
A. PROPERTY OF STATE OF CALIFORNIA,
B. Name of the sign manufacturer,
C. Month and year of fabrication,
D. Type of retroreflective sheeting, and
E. Manufacturer's identification and lot number of retroreflective sheeting.
The above notation shall be applied directly to the aluminum sign panels in 1/4-inch upper
case letters and numerals by die-stamp and applied by similar method to the fiberglass reinforced
plastic signs. Painting, screening, or engraving the notation will not be allowed. The notation
shall be applied without damaging the finish of the sign.
Signs with a protective overlay film shall be marked with a dot of 3/8 inch in diameter. The
dot placed on white border shall be black, while the dot placed on black border shall be white.
The dot shall be placed on the lower border of the sign before application of the protective
overlay film and shall not be placed over the legend and bolt holes. The application method and
exact location of the dot shall be determined by the manufacturer of the signs.
For sign panels that have a minor dimension of 48 inches or less, no splice will be allowed in
the retroreflective sheet except for the splice produced during the manufacturing of the
retroreflective sheeting. For sign panels that have a minor dimension greater than 48 inches,
only one horizontal splice will be allowed in the retroreflective sheeting.
Unless specified by the manufacturer of the retroreflective sheeting, splices in retroreflective
sheeting shall overlap by a minimum of one inch. Splices shall not be placed within 2 inches
from edges of the panels. Except at the horizontal borders, the splices shall overlap in the
direction from top to bottom of the sign to prevent moisture penetration. The retroreflective
sheeting at the overlap shall not exhibit a color difference under the incident and reflected light.
Signs exhibiting a significant color difference between daytime and nighttime shall be
replaced immediately.
Repairing sign panels will not be allowed except when approved by the Engineer.
The Department will inspect signs at the Contractor's facility and delivery location, and in
accordance with Section 6, Control of Materials" of the Standard Specifications. The Engineer
will inspect signs for damage and defects before and after installation.
Regardless of kind, size, type, or whether delivered by the Contractor or by a common
carrier, signs shall be protected by thorough wrapping, tarping, or other methods to ensure that
signs are not damaged by weather conditions and during transit. Signs shall be dry during transit
and shipped on palettes, in crates, or tier racks. Padding and protective materials shall be placed
between signs as appropriate. Finished sign panels shall be transported and stored by method
Book One San Benancio/State Route 68 Intersection Improvements 510
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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CONSIDER-U012
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
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68-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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SAN-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????that protects the face of signs from damage. The Contractor shall replace wet, damaged, and
defective signs.
Signs shall be stored in dry environment at all times. Signs shall not rest directly on the
ground or become wet during storage. Signs, whether stored indoor or outdoor, shall be free
standing. In areas of high heat and humidity signs shall be stored in enclosed climate-controlled
trailers or containers. Signs shall be stored indoor if duration of the storage will exceed 30 days.
Screen processed signs shall be protected, transported and stored as recommended by the
manufacturer of the retroreflective sheeting.
When requested, the Contractor shall provide the Engineer test samples of signs and
materials used at various stages of production. Sign samples shall be 12" x 12" in size with
applied background, letter or numeral, and border strip.
The Contractor shall assume the costs and responsibilities resulting from the use of patented
materials, equipment, devices, and processes for the Contractor's work.
SHEET ALUMINUM
Alloy and temper designations for sheet aluminum shall be in accordance with ASTM
Designation: B 209.
The Contractor shall furnish the Engineer a Certificate of Compliance in conformance with
Section 6-1.07, Certificates of Compliance," of the Standard Specifications for the sheet
aluminum.
Sheet aluminum shall be pretreated in accordance to ASTM Designation: B 449. Surface of
the sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly adherent
chromate conversion coating free of powdery residue. The conversion coating shall be Class 2
with a weight between 10 milligrams per square foot and 35 milligrams per square foot, and an
average weight of 25 milligrams per square foot. Following the cleaning and coating process,
the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants.
Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting
from fabrication.
Base plate for standard route marker shall be die cut.
RETROREFLECTIVE SHEETING
The Contractor shall furnish retroreflective sheeting for sign background and legend in
conformance with ASTM Designation: D 4956 and Prequalified and Tested Signing and
Delineation Materials" of these Special Provisions.
Retroreflective sheeting shall be applied to sign panels as recommended by the retroreflective
sheeting manufacturer without stretching, tearing, and damage.
Class 1, 3, or 4 adhesive backing shall be used for Type II, III, IV, VII, VIII, and IX
retroreflective sheeting. Class 2 adhesive backing may also be used for Type II retroreflective
sheeting. The adhesive backing shall be pressure sensitive and fungus resistant.
When the color of the retroreflective sheeting determined from instrumental testing is in
dispute, the Engineer's visual test will govern.
PROCESS COLOR AND FILM
The Contractor shall furnish and apply screened process color, non-reflective opaque black
film, and protective overlay film of the type, kind, and product that are approved by the
manufacturer of the retroreflective sheeting.
The Contractor shall furnish the Engineer a Certificate of Compliance in accordance to
Section 6-1.07, Certificates of Compliance," of the Standard Specifications for the screened
process color, non-reflective opaque black film, and protective overlay film.
Book One San Benancio/State Route 68 Intersection Improvements 511
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
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DIRECTOR-U012
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CONSIDER-U012
AUTHORIZING-U012
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PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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15366-U05
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A-U07
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HEARING-U07
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7/19/2010-U011
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BENANCIO-U012
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EQUIVALENT-U012
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CONSIDER-U012
ADOPTING-U012
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PROGRAM-U012
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IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The surface of the screened process color shall be flat and smooth. When the screened
process colors determined from the instrumental testing in accordance to ASTM Designation:
D 4956 are in dispute, the Engineer's visual test will g'vern.
The Contractor shall provide patterns, layouts, and set-ups necessary for the screened
process.
The Contractor may use green, red, blue, and brown reverse-screened process colors for
background and non-reflective opaque black film or black screened process color for legend.
The coefficient of retroreflection for reverse-screened process colors on white retroreflective
sheeting shall not be less than 70 percent of the coefficient of retroreflection specified in ASTM
Designation: D 4956.
The screened process colors and non-reflective opaque black film shall have the same
outdoor weatherability as that of the retroreflective sheeting.
After curing, screened process colors shall withstand removal when tested by applying 3M
Company Scotch Brand Cellophane Tape No. 600 or equivalent tape over the color and
removing with one quick motion at 90? angle.
SINGLE SHEET ALUMINUM SIGN
Single sheet aluminum signs shall be fabricated and furnished with or without frame. The
Contractor shall furnish the sheet aluminum in accordance to Sheet Aluminum" of these Special
Provisions. Single sheet aluminum signs shall be fabricated from sheet aluminum alloy 6061-T6
or 5052-H38.
Single Sheet aluminum signs shall not have a vertical splice in the sheet aluminum. For
signs with depth greater than 48 inches, one horizontal splice will be allowed in the sheet
aluminum.
Framing for single sheet aluminum signs shall consist of aluminum channel or rectangular
aluminum tubing. The framing shall have a length tolerance of 1/8 inch. The face sheet shall
be affixed to the frame with rivets of 3/16-inch diameter. Rivets shall be placed within the web
of channels and shall not be placed less than 1/2 inch from edges of/zhe sign panels. Rivets shall
be made of aluminum alloy 5052 and shall be anodized or treated with conversion coating to
prevent corrosion. The exposed portion of rivets on the face of signs shall be the same color as
the background or legend where the rivets are placed.
Finished signs shall be flat within a tolerance of 1/32 inch per linear foot when measured
across the plane of the sign in all directions. The finished signs shall have an overall tolerance
within 1/8 inch of the detailed dimensions.
Aluminum channels or rectangular aluminum tubings shall be welded together with the inert
gas shielded-arc welding process using E4043 aluminum electrode filler wires as shown on the
plans. Width of the filler shall be equal to wall thickness of smallest welded channel or tubing.
MEASUREMENT AND PAYMENT
Furnishing signs except for construction area signs) will be measured by the square foot and
the quantity to be paid for will be the total area, in square feet, of the sign panel types installed in
place.
The contract price paid per square foot for furnish sign of the types specified in the
Engineer's estimate shall include full compensation for furnishing all labor, materials, tools,
equipment, and incidentals, and for doing all the work involved in fabricating and furnishing the
signs, including removable sign panel frame and fastening hardware, as shown on the plans, as
specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
Book One San Benancio/State Route 68 Intersection Improvements 512
CONTRACT NO. 10- H 1065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
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MITIGATION-U07
MONITORING-U07
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STATE-U07
300-PUBLIC-U08
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VERONICA-U09
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7/19/2010-U011
ROUTE-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
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A-U012
RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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E.-U012
CONSIDER-U012
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DIRECTOR-U012
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ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
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8/4/2010-U04
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
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PROGRAM-U07
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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B.-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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C.-U012
CONSIDER-U012
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STATE-U012
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IMPROVEMENTS,-U012
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NO.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
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CONDUCT-U07
A-U07
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TO-U07
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MONITORING-U07
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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CONSIDER-U012
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FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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C.-U012
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IMPROVEMENTS,-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?? ??10-1.50 REINFORCED CONCRETE PIPE
Reinforced concrete pipe shall conform to the provisions in Section 65, Reinforced Concrete
Pipe," of the Standard Specifications and these Special Provisions.
GENERAL
Where embankment will not be placed over the top of the pipe, a relative compaction of not
less than 85 percent shall be required below the pipe spring line for pipe installed using Method
1 backfill in trench, as shown on Standard Plan A62D. Where the pipe is to be placed under the
traveled way, a relative compaction of not less than 90 percent shall be required unless the
minimum distance between the top of the pipe and the pavement surface is the greater of 4 feet
or one half of the outside diameter of the pipe.
Except as otherwise designated by classification on the plans or in the specifications, joints
for culvert and drainage pipes shall conform to the plans or specifications for standard joints.
MATERIALS
The concrete for reinforced concrete pipe shall contain not less than 470 pounds of
cementitious material per cubic yard and have a water-cementitious material ratio that does not
exceed 0.40 by weight. Supplementary cementitious material is optional. Reinforcement shall
have a minimum cover of 1 inch.
10-1.51 CORRUGATED METAL PIPE
Corrugated metal culverts shall conform to the provisions in Section 66, Corrugated Metal
Pipe," of the Standard Specifications and these Special Provisions.
Corrugated steel pipe shall be fabricated from zinc-coated steel sheet.
10-1.52 OVERSIDE DRAIN
Hot mix asphalt overside drains shall conform to the provisions in Section 69, Overside
Drains," of the Standard Specifications.
10-1.53 SLOPE PROTECTION
Slope protection shall be placed or constructed in conformance with the provisions in
Section 72, Slope Protection," o" the Standard Specifications.
10-1.54 MISCELLANEOUS CONCRETE CONSTRUCTION
Minor concrete curb ramp) and curb) shall conform to the provisions in Section 73,
Concrete Curbs and Sidewalks," of the Standard Specifications and these Special Provisions.
Curb ramp detectable warning surface shall consist of raised truncated domes constructed or
installed on curb ramps in conformance with the details shown on the plans and these Special
Provisions. At the option of the Contractor, the detectable warning surface shall be
prefabricated, cast-in-place, or stamped into the surface of the curb ramp. The color of the
detectable warning surface shall be yellow conforming to Federal Standard 595B, Color
No. 33538.
Prefabricated detectable warning surface shall be in conformance with the requirements
established by the Department of General Services, Division of State Architect and be attached
in conformance with the manufacturer's recommendations.
Cast-in-place and stamped detectable warning surfaces shall be painted in conformance with
the provisions in Section 59-6, Painting Concrete," of the Standard Specifications.
The finished surfaces of the detectable warning surface shall be free from blemishes.
Book One San Benancio/State Route 68 Intersection Improvements 513
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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FO85769-U03
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15366-U05
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A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
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FINDINGS-U012
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PROGRAM-U012
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BIB]
40444-U01
BOOK-U02
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68-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??
??Prior to constructing the cast-in-place or stamping the detectable warning surface, the
Contractor shall demonstrate the ability to produce a detectable warning surface conforming to
the details shown on the plans and these Special Provisions by constructing a 24" x 24" test
panel.
The manufacturer shall provide a written 5-year warranty for prefabricated detectable
warning surfaces, guaranteeing replacement when there is defect in the dome shape, color
fastness, sound-on-cane acoustic quality, resilience, or attachment. The warranty period shall
begin upon acceptance of the contract.
Full compensation for constructing or furnishing and installing curb ramp detectable warning
surfaces shall be considered as included in the contract price paid per cubic yard for minor
concrete curb ramp) and no separate payment will be made therefor.
10-1.55 MISCELLANEOUS IRON AND STEEL
Miscellaneous iron and steel shall conform to the provisions in Section 75, Miscellaneous
Metal," of the Standard Specifications and these Special Provisions.
Construction and installation of guide rail is measured and paid for as miscellaneous iron and
steel.
10-1.56 MISCELLANEOUS METAL RESTRAINER ROD TYPE)
Tie rod assemblies consisting of high strength rods, bearing plates, couplers, anchorage
devices, and incidentals shall conform to the details shown on the plans and the provisions in
Sections 15, Existing Highway Facilities" of the Standard Specifications and these Special
Provisions.
Tie rod assemblies shall conform to the materials and sampling provisions for prestressing
steel in Section 50, Prestressing Concrete," of the Standard Specifications and the following:
A. The high strength rods shall conform to the requirements of ASTM Designation: A
722/A 722M, including all supplementary requirements.
B. All exposed steel parts, other than high strength rods, shall be galvanized. Galvanizing
shall conform to the provisions in Section 75-1.05 Galvanizing," of the Standard
Specifications.
C. After installation, the exposed portion of threads on the high strength rods shall be
cleaned by wire brushing and painted with 2 applications of unthinned commercial
quality zinc-rich primer organic vehicle type). Spray cans shall not be used.
D. Anchorage devices and couplers, conforming to the requirements specified herein, shall
be of a type selected by the Contractor and shall include locking devices to prevent
turning or loosening.
E. The anchorage device and coupler shall develop not less than 90 percent of the specified
ultimate tensile strength of the steel rod.
F. The Contractor shall be responsible for determining the required lengths of the rod
assemblies.
G. The rod assemblies shall be shipped as a complete unit including anchorage device and
coupler.
Bearing plates shall conform to the requirements of ASTM Designation: A 36/A 36M.
Tie rod assemblies will be measured by the pound and will be paid for as miscellaneous
metal restrainer rod type).
The contract price paid per pound for miscellaneous metal restrainer rod type) shall
include full compensation for furnishing all labor, materials, tools, equipment, and incidentals,
and for doing all the work involved in installing grouted tie rod assemblies including bearing
plates, couplers, and anchorage devices, complete in place, as shown on the plans, as specified in
the Standard Specifications and these Special Provisions, and as directed by the Engineer.
Book One San Benancio/State Route 68 Intersection Improvements 514
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
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300-PUBLIC-U08
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FERNANDEZ-U09
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SAN-U012
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BY-U012
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PROGRAM-U012
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7/19/2010-U011
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PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
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LI21329-U03
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FO85769-U03
FO89518-U03
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7/19/2010-U011
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BOOK ONE - CONTRACT NO. 10-11????10-1.57 CHAIN LINK FENCE
Chain link fence shall be Type CL-4, Vinyl-Clad and shall conform to the provisions in
Section 80, Fences," of the Standard Specifications.
Chain link fence Type CL-4, Vinyl-Clad) shall be black.
10-1.58 METAL BEAM GUARD RAILING
Metal beam guard railing shall be constructed in conformance with the provisions in
Section 83-1, Railings," of the Standard Specifications and these Special Provisions.
Attention is directed to Order of Work" of these Special Provisions.
Line posts shall be steel. Blocks shall be plastic.
Prior to shipping from the supplier, galvanized steel posts for metal beam guardrailing,
alternative terminal systems, and transition railings shall be acid washed in a 10 percent 10%)
sulfuric acid solution for 40 seconds and then rinsed with water. Full compensation for etching
shall be considered as included in the contract price paid per foot for metal beam guard railing
and no additional compensation will be allowed therefor.
ALTERNATIVE FLARED TERMINAL SYSTEM
Alternative flared terminal system shall be furnished and installed as shown on the plans and
in conformance with these Special Provisions.
The allowable alternatives for a flared terminal system shall consist of one of the following
or a Department approved equal.
A. TERMINAL SYSTEM TYPE FLEAT) Terminal system Ty-e FLEAT) shall be a
Flared Energy Absorbing Terminal 350 manufactured by Road Systems, Inc., located in
Big Spring, Texas, and shall include items detailed for terminal system Type FLEAT)
shown on the plans. The Flared Energy Absorbing Terminal 350 can be obtained from
the distributor, Universal Industrial Sales, P.O. Box 699, Pleasant Grove, UT 84062,
telephone 801) 785-0505 or from the distributor, Gregory Highway Products, 4100
13th Street, S.W., Canton, OH 44708, telephone 330) 477-4800.
B. TERMINAL SYSTEM TYPE SRT) Terminal system Type SRT) shall be an SRT-350
Slotted Rail Terminal 8-post system) as manufactured by Trinity Industries, Inc., and
shall include items detailed for terminal system Type SRT) shown on the plans. The
SRT-350 Slotted Rail Terminal 8-post system) can be obtained from the manufacturer,
Trinity Industries, Inc., P.O. Box 99, 950 West 400S, Centerville, UT 84014, telephone
800) 772-7976.
The Contractor shall provide the Engineer with a Certificate of Compliance from the
manufacturer in conformance with the provisions in Section 6-1.07, Certificates of
Compliance," of the Standard Specifications. The Certificate of Compliance shall certify that the
terminal systems furnished conform to the contract plans and specifications, conform to the
prequalified design and material requirements, and were manufactured in conformance with the
approved quality control program.
Terminal systems shall be installed in conformance with the manufacturer's installation
instructions and these requirements. Each terminal system installed shall be identified by
painting the type of terminal system in neat black letters and figures 2 inches high on the
backside of the rail element between system posts numbers 4 and 5.
For terminal system Type SRT), the steel foundation tubes with soil plates attached shall be,
at the Contractor's option, either driven, with or without pilot holes, or placed in drilled holes.
Book One San Benancio/State Route 68 Intersection Improvements 515
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
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300-PUBLIC-U08
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Space around the steel foundation tubes shall be backfilled with selected earth, free of rock,
placed in layers approximately 4 inches thick and each layer shall be moistened and thoroughly
compacted. The wood terminal posts shall be inserted into the steel foundation tubes by hand
and shall not be driven. Before the wood terminal posts are inserted, the inside surfaces of the
steel foundation tubes to receive the wood posts shall be coated with a grease which will not melt
or run at a temperature of 149? F or less. The edges of the wood terminal posts may be slightly
rounded to facilitate insertion of the post into the steel foundation tubes.
For terminal system Type FLEAT), the soil tubes shall be, at the Contractor's option, driven
with or without pilot holes, or placed in drilled holes. Space around the steel foundation tubes
shall be backfilled with selected earth, free of rock, placed in layers approximately 4 inches thick
and each layer shall be moistened and thoroughly compacted. Wood posts shall be inserted into
the steel foundation tubes by hand. Before the wood terminal posts are inserted, the inside
surfaces of the steel foundation tubes to receive the wood posts shall be coated with a grease
which will not melt or run at a temperature of 149? F or less. The edges of the wood posts may
be slightly rounded to facilitate insertion of the post into the steel foundation tubes.
Surplus excavated material remaining after the terminal system has been installed shall be
disposed of in a uniform manner along the adjacent roadway where designated by the Engineer.
The contract unit price paid for alternative flared terminal system shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in furnishing and installing alternative flared terminal system, complete in
place, including excavation, backfill and disposal of surplus material, as shown on the plans, as
specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
ALTERNATIVE IN-LINE TERMINAL SYSTEM
Alternative in-line terminal system shall be furnished and installed as shown on the plans and
in conformance with these Special Provisions.
The allowable alternatives for an in-line terminal system shall consist of one of the following
or a Department approved equal.
A. TERMINAL SYSTEM TYPE SKT) Terminal system Ty-e SKT) shall be a SKT 350
Sequential Kinking Terminal manufactured by Road Systems, Inc., located in Big Spring,
Texas, and shall include items detailed for terminal system Type SKT) shown on the
plans. The SKT 350 Sequential Kinking Terminal can be obtained from the distributor,
Universal Industrial Sales, P.O. Box 699, Pleasant Grove, UT 84062, telephone
801) 785-0505 or from the distributor, Gregory Highway Products, 4100 13th Street,
S.W., Canton, OH 44708, telephone 330) 477-4800.
B. TERMINAL SYSTEM TYPE ET) Terminal system Type ET) shall be an
ET-2000 PLUS 4-tube system) extruder terminal as manufactured by Trinity Industries,
Inc., and shall include items detailed for terminal system Type ET) shown on the plans.
The ET-2000 PLUS 4-tube system) extruder terminal can be obtained from the
manufacturer, Trinity Industries, Inc., P.O. Box 99, 950 West 400S, Centerville, UT
84014, telephone 800) 772-7976.
The Contractor shall provide the Engineer with a Certificate of Compliance from the
manufacturer in conformance with the provisions in Section 6-1.07, Certificates of
Compliance," of the Standard Specifications. The Certificate of Compliance shall certify that the
terminal systems furnished conform to the contract plans and specifications, conform to the
Book One San Benancio/State Route 68 Intersection Improvements 516
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??
??prequalified design and material requirements, and were manufactured in conformance with the
approved quality control program.
Terminal systems shall be installed in conformance with the manufacturer's installation
instr'ctions and these requirements. Each terminal system installed shall be identified by
painting the type of terminal system in neat black letters and figures 2 inches high on the
backside of the rail element between system posts numbers 4 and 5.
For terminal system Type ET) the steel foundation tubes with soil plates attached shall be, at
the Contractor's option, either dri'en, with or without pilot holes, or placed in drilled holes.
Space around the steel foundation tubes shall be backfilled with selected earth, free of rock,
placed in layers approximately 4 inches thick and each layer shall be moistened and thoroughly
compacted. The wood terminal posts shall be inserted into the steel foundation tubes by hand
and shall not be driven. Before the wood terminal posts are inserted, the inside surfaces of the
steel foundation tubes to receive the wood posts shall be coated with a grease which will not melt
or run at a temperature of 149? F or less. The edges of the wood terminal posts may be slightly
rounded to facilitate insertion of the post into the steel foundation tubes.
For terminal system Type SKT) the soil tubes shall be, at the Contractor's option, driven
with or without pilot holes, or placed in drilled holes. Space around the steel foundation tubes
shall be backfilled with selected earth, free of rock, placed in layers approximately 4 inches thick
and each layer shall be moistened and thoroughly compacted. Wood posts shall be inserted into
the steel foundation tubes by hand. Before the wood terminal posts are inserted, the inside
surfaces of the steel foundation tubes to receive the wood posts shall be coated with a grease
which will not melt or run at a temperature of 149? F or less. The edges of the wood posts may
be slightly rounded to facilitate insertion of the post into the steel foundation tubes.
Surplus excavated material remaining after the terminal system has been installed shall be
disposed of in a uniform manner along the adjacent roadway where designated by the Engineer.
The contract unit price paid for alternative in-line terminal system shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in furnishing and installing alternative in-line terminal system, complete in
place, including excavation, backfill and disposal of surplus material, as shown on the plans, as
specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
10-1.59 VEGETATION CONTROL MINOR CONCRETE)
This work shall consist of furnishing and constructing vegetation control as specified in these
Special Provisions, as shown on the plans and as directed by the Engineer.
MATERIALS
Minor Concrete
Concrete for vegetation control shall consist of a mixture of portland cement concrete, and
concrete reinforcing fibers. Concrete shall conform to the provisions for minor concrete in
Section 90, Portland Cement Concrete," of the Standard Specifications and these Special
Provisions. Components of the concrete for vegetation control shall be incorporated
homogeneously at the concrete plant before delivery to the work site.
Reinforcing fibers for minor concrete shall consist of polypropylene fibers with an
engineered sinusoidal contoured profile, manufactured specifically for use as concrete
reinforcement. Reinforcing fiber shall consist of a blended ratio of 4 parts of coarse
monofilament fibers with maximum individual fiber lengths of 2-inch + 1/2-inch and 1 part of
fine fibrillated polypropylene fibers of various lengths and thickness. Reinforcing fibers shall be
of a commercial source, combined with the concrete in proportions as recommended by the
manufacturer.
Book One San Benancio/State Route 68 Intersection Improvements 517
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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SPECIFICATIONS;-U012
E.-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The color of the concrete shall be earthtone tan. If a coloring agent is added and the
Contractor elects to use the curing compound method for curing concrete, the curing compound
shall be curing compound 6) specified in Section 90-7, Curing Concrete," of the Standard
Specifications.
Grout
Grout for vegetation control shall conform to the provisions in Section 19-3.062, Slurry
Cement Backfill," of the Standard Specifications and these Special Provisions.
Not more than 188 pounds of cement shall be used for each cubic yard of material produced.
Aggregate for grout shall be commercial quality concrete sand.
Color of grout shall match the color of the minor concrete used to construct the vegetation
control.
Landscape Fabric
Landscape fabric shall be manufactured from thermally spun bonded polypropylene fabric
and shall conform to the following:
Specification Minimum Requirement
Grab Tensile Strength 135 lbs
Grab Elongation 70%
UV Resistance 70% 150 hours
Weight 3 ounces per square yard
Staples for landscape fabric shall be 2 inches in width, 6 inches in length and 11-gauge wire.
A copy of the manufacturer's product sheet, together with instructions for installation, shall
be furnished to the Engineer 5 business days before installation.
A Certificate of Compliance for the landscape fabric shall be furnished to the Engineer in
conformance with the provisions in Section 6-1.07, Certificates of Compliance," of the Standard
Specifications.
SITE PREPARATION
Clearing
Areas to receive vegetation control shall be cleared of trash and debris in conformance with
Section 16, Clearing and Grubbing," of the Standard Specifications and these Special
Provisions.
Vegetation shall be removed to the ground. Cleared trash, debris and removed vegetation
shall be disposed of outside the highway right of way in conformance with Section 7-1.13,
Disposal of Material Outside the Highway Right of Way," of the Standard Specifications.
PLACEMENT
Landscape fabric shall be stapled to prevent shifting during concrete placement. Fabric shall
lie flat, smooth, without bulges or wrinkles, and maintain uniform contact with the soil surface.
Grout shall be spread to completely fill voids as shown on the plans.
Minor concrete shall be struck off and compacted until a layer of mortar has been brought to
the surface. Minor concrete shall receive a broom finish.
Two weakened plane joints shall be constructed in the minor concrete at each post location,
perpendicular to the rail and in line with the edge of the grout. The joints shall be constructed to
a minimum depth of one inch by scoring with a tool that will leave the corners rounded and
ensure free movement of concrete at the joint.
Book One San Benancio/State Route 68 Intersection Improvements 518
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The finished grade of vegetation control shall be uniform; maintaining planned flow lines,
slope gradient and contours of the project site.
MEASUREMENT AND PAYMENT
Quantities of vegetation control minor concrete) will be measured by the square yard
computed from measurements of actual areas placed. Vegetation control minor concrete)
placed outside the dimensions shown on the plans will not be paid for.
The contract price paid per square yard for vegetation control minor concrete) shall include
full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for
doing all the work involved in constructing vegetation control minor concrete), including
clearing trash, debris and vegetation and excavation, complete in place, as shown on the plans, as
specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer.
10-1.60 CABLE RAILING
Cable railing shall conform to the provisions in Section 83-1, Railings," of the Standard
Specifications.
10-1.61 CALIFORNIA ST-20 BRIDGE RAIL
California ST-20 bridge rail shall consist of metal railing mounted on a reinforced concrete
parapet as shown on the plans and as specified in these Special Provisions.
Metal railing shall conform to the provisions in Section 83-1.02D, Steel Bridge Railing" of
the Standard Specifications. Stud bolts shall conform to the provisions for stud connectors in
Section 55-2, Materials," of the Standard Specifications.
Reinforced concrete shall conform to the provisions in Section 51, Concrete Structures,"
and Section 52, Reinforcement," of the Standard Specifications.
Ferrous metal parts shall be galvanized. Galvanizing shall conform to the provisions in
Section 75-1.05, Galvanizing," of the Standard Specifications.
Exposed galvanized surfaces shall be prepared and painted in conformance with the
provisions in Section 59-3, Painting Galvanized Surfaces," of the Standard Specifications and
these Special Provisions.
Exposed areas of galvanized surfaces shall receive a minimum of 2 finish coats of paint
conforming to either the requirements for White Tintable Finish Paint-Waterborne, Formula
PWB-164B, or an exterior grade latex paint meeting the requirements for SSPC-Paint 24, Latex
Semi-Gloss Exterior Topcoat," of the SSPC: The Society for Protective Coatings," and
conforming to the following:
A. No visible color change in the finish coats shall occur when tested in conformance with
the requirements in ASTM Designation: G 53 using FS 40 UV-B bulbs for a minimum
of 38 cycles. The cycle shall be 4 hours of ultraviolet UV) exposure at 140? F and
4 hours of condensate exposure at 104? F.
B. The vehicle shall be an acrylic or modified acrylic copolymer with a minimum of
necessary additives.
The total dry film thickness of all applications of the first finish coat shall be not less than
2 mils.
Except as approved by the Engineer, a minimum drying time of 12 hours shall be allowed
between finish coats.
The second finish coat color shall match Federal Standard 595C, No. 30140. The total dry
film thickness of all applications of the second finish coat shall be not less than 2 mils.
Book One San Benancio/State Route 68 Intersection Improvements 519
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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40444-U01
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68-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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A-U07
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HEARING-U07
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
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SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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PUBLIC-U012
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SPECIFICATIONS;-U012
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CONSIDER-U012
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CALIFORNIAN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The 2 finish coats shall be applied in 2 or more applications to a total dry film thickness of
not less than 4 mils nor more than 8 mils.
There shall be no chemical treatment of galvanized surfaces prior to cleaning and painting.
Nuts, bolts, and washers shall be galvanized after fabrication and shall not be painted.
The Contractor shall submit working drawings for the California ST-20 bridge railing in
conformance with the provisions in Section 5-1.02, Plans and Working Drawings," of the
Standard Specifications.
The working drawings shall include the following:
A. Details for venting and pick-up holes in rails and sleeves.
B. Railing layout.
C. Complete details for the construction of the work including methods of construction,
sequence of shop and field assembly, and installation procedures.
Working drawings shall be 11 x 17" minimum in size and shall be printed on 20-lb
minimum) bond paper. Each drawing shall include the name of the structure as shown on the
plans, the District-County-Route-Post Mile, bridge number, and contract number. The working
drawings shall be clearly legible, and text shall be a 12-point minimum font size.
The Contractor shall submit 9 copies of each set of drawings to the Engineer for review and
approval. The Contractor shall allow 25 days after complete drawings are submitted for the
review. Upon approval, the Engineer will stamp or mark the drawings approved and return
2 sets of these drawings to the Contractor for use during construction.
In the event the Engineer fails to complete the review within the time allowed, and if, in the
opinion of the Engineer, the Contractor's controlling operation is delayed or interfered with by
reason of the Engineer's delay in completing the review, the Contractor will be compensated for
any resulting loss in the same manner as provided for in Section 8-1.09, Right of Way Delays,"
of the Standard Specifications.
California ST-20 bridge railing will be measured by the linear foot from end to end along the
face of the railing, including reinforced concrete end blocks and intermediate posts.
The contract price paid per linear foot for California ST-20 bridge rail shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all the work involved in constructing the railing, complete in place, including the reinforced
concrete parapet, as shown on the plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer.
10-1.62 TRANSITION RAILING TYPE WB)
Transition railing Type WB) shall be furnished and installed in conformance with details
shown on the plans, the provisions in Section 83-2, Barriers," of the Standard Specifications and
these Special Provisions.
The 10-gage rail elements shall conform to the requirements of Class B, Type 1 thrie beam
guard railing as shown in AASHTO Designation: M 180. End caps shall conform to the
requirements of Class A, Type 1 thrie beam guard railing as shown in AASHTO Designation:
M 180.
Surplus excavated material remaining after the transitional railing Type WB) has been
constructed shall be disposed of in a uniform manner along the adjacent roadway where
designated by the Engineer.
The contract unit price paid for transition railing Type WB) shall include full compensation
for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work
involved in furnishing and installing transition railing Type WB), complete in place, including
drilling holes for wood posts, driving posts, backfill, and disposal of surplus material, as shown
Book One San Benancio/State Route 68 Intersection Improvements 520
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
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AI93754-U03
DO94108-U03
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15366-U05
3-U06
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STATE-U07
300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
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IMPROVEMENTS-U012
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EQUIVALENT-U012
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MITIGATION-U012
MEASURES;-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
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APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
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68-U012
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APPROVING-U012
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
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BY-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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WORKS-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
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WORKS-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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BY-U012
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EFFECTIVE-U012
MITIGATION-U012
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CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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APPROVED-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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ADVERTISE-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????on the plans, as specified in the Standard Specifications and these Special Provisions, and as
directed by the Engineer.
10-1.63 CONCRETE BARRIER
Concrete barriers shall conform to the provisions in Section 83-2, Barriers," of the Standard
Specifications and these Special Provisions.
The provisions of the third paragraph in Section 83-2.02D(4), Finishing," of the Standard
Specifications shall not apply.
At those locations shown on the plans, concrete barrier markers shall be cemented to the
barrier in conformance with the manufacturer's recommendations.
10-1.64 PAINT TRAFFIC STRIPE AND PAVEMENT MARKING
Painted traffic stripes traffic lines) and pavement markings shall be applied in conformance
with the provisions in Section 84, Traffic Stripes and Pavement Markings," of the Standard
Specifications and these Special Provisions.
Traffic stripe and pavement marking paint shall conform to the requirements in State
Specification No. PTWB-01.
The color of the painted traffic stripes and pavement markings shall conform to the
requirements in ASTM Designation: D 6628-01.
Retroreflectivity of the paint traffic stripes and pavement markings shall conform to the
requirements in ASTM Designation: D 6359-99. White painted traffic stripes and pavement
markings shall have a minimum initial retroreflectivity of 250 mcd m-2 lx-1. Yellow painted
traffic stripes and pavement markings shall have a minimum initial retroreflectivity of
150 mcd m2 lx-1.
At the option of the Contractor, permanent traffic striping and pavement marking tape
conforming to the provisions in Prequalified and Tested Signing and Delineation Materials" of
these Special Provisions may be placed instead of painted traffic stripes and pavement markings.
Permanent tape, if used, shall be placed in conformance with the manufacturer's specifications.
If permanent tape is placed instead of painted traffic stripes and pavement markings, the tape
will be measured and paid for by the linear foot as paint traffic stripe and by the square foot as
paint pavement marking of the number of coats designated in the Engineer's Estimate.
10-1.65 THERMOPLASTIC TRAFFIC STRIPE AND PAVEMENT MARKING
Thermoplastic traffic stripes traffic lines) and pavement markings shall be applied in
conformance with the provisions in Section 84, Traffic Stripes and Pavement Markings," of the
Standard Specifications and these Special Provisions.
Thermoplastic material shall be free of lead and chromium, and shall conform to the
requirements in State Specification PTH-02ALKYD.
Retroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform to
the requirements in ASTM Designation: D 6359-99. White thermoplastic traffic stripes and
pavement markings shall have a minimum initial retroreflectivity of 250 mcd m2 lx-1. Yellow
thermoplastic traffic stripes and pavement markings shall have a minimum initial
retroreflectivity of 150 mcd m-2 1x-1.
Where striping joins existing striping, as shown on the plans, the Contractor shall begin and
end the transition from the existing striping pattern into or from the new striping pattern a
sufficient distance to ensure continuity of the striping pattern.
Thermoplastic material for traffic stripes shall be applied at a minimum rate of 0.20-lb/ft.
The minimum application rate is based on a solid stripe of 4 inches in width.
Book One San Benancio/State Route 68 Intersection Improvements 521
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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INTERSECTION-U012
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BY-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
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RESOLUTION-U012
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APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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STATE-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
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8/4/2010-U04
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ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Thermoplastic traffic stripes shall be applied at the minimum thickness and application rate
as specified below. The minimum application rate is based on a solid stripe of 4 inches in width.
Minimum Minimum
Stripe Thickness Application Rate
inch) lb/ft)
0.079 0.27
0.098 0.34
Thermoplastic traffic stripes and pavement markings shall be free of runs, bubbles, craters,
drag marks, stretch marks, and debris.
At the option of the Contractor, permanent traffic striping and pavement marking tape
conforming to the provisions in Prequalified and Tested Signing and Delineation Materials" of
these Special Provisions may be placed instead of the thermoplastic traffic stripes and pavement
markings specified herein. Permanent tape, if used, shall be installed in conformance with the
manufacturer's specifications.
If permanent tape is placed instead of thermoplastic traffic stripes and pavement markings,
the tape will be measured and paid for by the linear foot as thermoplastic traffic stripe and by the
square foot as thermoplastic pavement marking.
10-1.66 PAVEMENT MARKERS
Pavement markers shall be placed in conformance with the provisions in Section 85,
Pavement Markers," of the Standard Specifications and these Special Provisions.
Attention is directed to Traffic Control System For Lane Closure" of these Special
Provisions regarding the use of moving lane closures during placement of pavement markers
with bituminous adhesive.
The Contractor shall furnish the Engineer certificates of compliance for the pavement
markers in conformance with the provisions in Section 6-1.07, Certificates of Compliance," of
the Standard Specifications.
Retroreflective pavement markers shall be marked as abrasion resistant on the body of the
markers.
SECTION 10-2. HIGHWAY PLANTING AND IRRIGATION SYSTEMS
10-2.01 GENERAL
The work performed in connection with highway planting and irrigation systems shall
conform to the provisions in Section 20, Erosion Control and Highway Planting," of the
Standard Specifications and these Special Provisions.
PROGRESS INSPECTIONS
Progress inspections will be performed by the Engineer for completed highway planting and
irrigation system work at designated stages during the life of the contract.
Progress inspections will not relieve the Contractor of responsibility for installation in
conformance with the Special Provisions, plans and Standard Specifications. Work within an
area shall not progress beyond each stage until the inspection has been completed, corrective
work has been performed, and the work is approved, unless otherwise permitted by the Engineer.
The requirements for progress inspections will not preclude additional inspections of work by
the Engineer at other times during the life of the contract.
Book One San Benancio/State Route 68 Intersection Improvements 522
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????The Contractor shall notify the Engineer, in writing, at least 4 working days prior to
completion of the work for each stage of an area and shall allow a minimum of 3 working days
for the inspection.
Progress inspections will be performed at the following stages of work:
A. Before planting begins and after completion of the work specified for planting in
Section 20-4.03, Preparing Planting Areas," of the Standard Specifications.
B. Before plant establishment work begins and after completion of the work specified for
planting in Section 20-4.05, Planting," of the Standard Specifications.
C. At intervals of one month during the plant establishment period.
COST BREAK-DOWN
The Contractor shall furnish the Engineer a cost break-down for the contract lump sum items
of highway planting and irrigation system. Cost break-down tables shall be submitted to the
Engineer for approval within 15 working days after the contract has been approved. Cost
break-down tables will be approved, in writing, by the Engineer before any partial payment will
be made for the applicable items of highway planting and irrigation system involved.
Cost break-downs shall be completed and furnished in the format shown in the samples of
the cost break-downs included in this section. Line item descriptions of work shown in the
samples are the minimum to be submitted. Additional line item descriptions of work may be
designated by the Contractor. If the Contractor elects to designate additional line item
descriptions of work, the quantity, value and amount for those line items shall be completed in
the same manner as for the unit descriptions shown in the samples. The line items and quantities
given in the samples are to show the manner of preparing the cost break-downs to be furnished
by the Contractor.
The Contractor shall determine the quantities required to complete the work shown on the
plans. The quantities and their values shall be included in the cost break-downs submitted to the
Engineer for approval. The Contractor shall be responsible for the accuracy of the quantities and
values used in the cost break-downs submitted for approval.
The sum of the amounts for the line items of work listed in each cost break-down table for
highway planting and for irrigation system work shall be equal to the contract lump sum price
bid for Highway Planting and Irrigation System, respectively. Overhead and profit shall be
included in each individual line item of work listed in a cost break-down table.
No adjustment in compensation will be made in the contract lump sum prices paid for
highway planting and irrigation system due to differences between the quantities shown in the
cost break-downs furnished by the Contractor and the quantities required to complete the work as
shown on the plans and as specified in these Special Provisions.
Individual line item values in the approved cost break-down tables will be used to determine
partial payments during the progress of the work and as the basis for calculating an adjustment in
compensation for the contract lump sum items of highway planting and irrigation system due to
changes in line items of work ordered by the Engineer. When the total of ordered changes to line
items of work increases or decreases the lump sum price bid for either Highway Planting or
Irrigation System by more than 25 percent, the adjustment in compensation for the applicable
lump sum item will be determined in the same manner specified for increases and decreases in
the total pay quantity of an item of work in Section 4-1.03B, Increased or Decreased
Quantities," of the Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 523
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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10-111065;-U012
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STATE-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
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C1-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
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7/19/2010-U011
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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B.-U012
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SPECIAL-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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TO-U012
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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PROGRAM-U012
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C.-U012
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ROAD-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
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APPROVED-U012
PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????HIGHWAY PLANTING COST BREAK-DOWN
Contract No. 10-111065
UNIT DESCRIPTION
UNIT APPROXIMATE
QUANTITY
VALUE
AMOUNT
PLANT GROUP A) EA 372
COMMERCIAL FERTILIZER PACKET) EA 394
ROOT PROTECTORS EA 112
FOLIAGE PROTECTORS EA 112
MULCH CY
ROADSIDE CLEARING Ls 1
TOTAL
IRRIGATION SYSTEM COST BREAK-DOWN
Contract No. 10-111065
UNIT DESCRIPTION
UNIT APPROXIMATE
QUANTITY
VALUE
AMOUNT
1 /" PLASTIC PIPE SCH 40) FT 190
1" PLASTIC PIPE SCH-4") FT 540
3/" PLASTIC PIPE SCH-4") FT 950
SPRINKLERS TYPE D-1) EA 788
1" FILTER ASSEMBLY UNI" EA 4
2" CAM COUPLER ASSEMBL" EA 4
TOTAL
10-2.02 BLANK)
10-2.03 BLANK)
10-2.04 HIGHWAY PLANTING
The work performed in connection with highway planting shall conform to the provisions in
Section 20-4, Highway Planting," o" the Standard Specifications and these Special Provisions.
HIGHWAY PLANTING MATERIALS
Mulch
Mulch must consist of either wood chips or tree bark or a combination of both.
Wood chips produced from tree trimmings may contain leaves and small twigs.
Commercial Fertilizer Slow Release)
Commercial fertilizer slow release) shall be a pelleted or granular form, shall be slow or
controlled release with a nutrient release over an 8-month to 12-month period, and shall fall
within the following guaranteed chemical analysis range:
Book One San Benancio/State Route 68 Intersection Improvements 524
CONTRACT NO. 10- 111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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FINDINGS-U012
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MONITORING-U012
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PROGRAM-U012
STATE-U012
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C.-U012
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68-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Ingredient Percentage
Nitrogen 16-21
Phosphoric Acid 6-8
Water Soluble Potash 4-10
Commercial Fertilizer Packets)
Commercial fertilizer packet) shall be slow or controlled release and shall be in a
biodegradable packet form. The packet shall gradually release nutrients over a 12-month period.
Each packet shall have a weight of 10 g 1 g and shall have the following guaranteed chemical
analysis:
Ingredient Percentage
Nitrogen 20
Phosphoric Acid 10
Water Soluble Potash 5
ROADSIDE CLEARING
Before preparing planting areas trash and debris shall be removed from these areas as
required under Construction Site Management of these Special Provisions.
The project area shall be cleared as specified herein:
A. Weeds shall be killed and removed within an area 6 feet in diameter centered at each
plant location.
B. Weeds shall be mowed within the limits of mowing, except for areas where weeds are to
be killed.
C. Disposal of weeds killed during the initial roadside clearing will be required.
After the initial roadside clearing is complete, additional roadside clearing work shall be
performed as necessary to maintain the areas, as specified above, in a neat appearance until the
start of the plant establishment period. This work shall include the following:
A. Trash and debris shall be removed.
B. Rodents shall be controlled.
C. Weed growth shall be killed before the weeds reach the seed stage of growth or exceed
6 inches in length, whichever occurs first.
D. Weeds in plant basins, including basin walls, shall be removed by hand pulling, after the
plants have been planted.
E. Areas outside the areas specified to be cleared of weeds shall be mowed.
Weed Control
Weed control shall also conform to the following:
A. Stolon type weeds shall be killed with glyphosate.
B. Areas to be mowed shall be mowed when weed height exceeds 12 inches. Weeds shall
be mowed to a height of 2 inches to 6 inches.
C. Disposal of mowed material and killed weeds after initial roadside clearing will not be
required, unless otherwise directed by the Engineer. When directed by the Engineer,
mowed material and killed weeds shall be disposed of and the disposal will be paid for as
extra work as provided in Section 4-1.03D of the Standard Specifications.
Roadside clearing work shall not include work required to be performed as clearing and
grubbing as specified in Section 16, Clearing and Grubbing," of the Standard Specifications.
Book One San Benancio/State Route 68 Intersection Improvements 525
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
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FINDINGS-U012
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JANUARY-U012
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JANUARY-U012
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PASSAGE-U012
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STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
AI93754-U03
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C1-U03
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15366-U05
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CONDUCT-U07
A-U07
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HEARING-U07
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7/19/2010-U011
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INTERSECTION-U012
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40453-U01
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FO21330-U03
FO85769-U03
FO89518-U03
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AS89575-U03
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
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JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????PESTICIDES
Pesticides used to control weeds shall conform to the provisions in in the section, Clearing
and Grubbing," elsewhere in these Special Provisions.
PLANTING
Place commercial fertilizer packets in the backfill of each plant at the time of planting and at
the rate shown on the Plant List to within 6 inches to 8 inches of the soil surface and
approximately one inch from the roots. When more than one fertilizer packet is required per
plant, the packets must be distributed evenly around the root ball.
Root protectors must conform to the provisions in Root Protectors" of here Special
Provisions.
Planting and seeding operations must take place following completion of final grading and
ground preparation between October 15 and February 1.
A qualified Biologist/Revegetation Specialist, hired by the County, will monitor the
revegetation during construction and the plant establishment period. Allow the biologist to
access the project site at all times.
FOLIAGE PROTECTOR
Foliage protectors shall be installed in conformance with the details shown on the plans, the
provisions in Section 20-2.13A, Foliage Protector," and Section 20-4, Highway Planting," of
the Standard Specifications and these Special Provisions.
Each foliage protector shall be held in place with two round stakes at least 2 inch nominal
diameter or square stakes at least 2 inch x 2 inch in cross sectional dimensions. Stakes shall be
made of wood and at least 5 feet in length. Support stakes shall be installed vertically, embedded
in the soil, and fastened to the wire cylinder at 6 inch maximum centers. Wire cylinder shall be
snug against stakes yet loose enough to be raised for application of pesticides or to perform
weeding within the plant basin.
Steel stakes shall not be used.
ROOT PROTECTOR
Root protectors shall be installed in conformance with the details shown on the plans, the
provisions in Section 20-2.13B, Root Protector," and"Section 20-4, Highway Planting," of the
Standard Specifications and these Special Provisions.
PLANT ESTABLISHMENT WORK
The plant establishment period shall be Type 2 and shall not be less than 750 working days.
Attention is directed to Relief From Maintenance and Responsibility" in these Special
Provisions regarding relief from maintenance and protection.
Commercial fertilizer slow release) shall be applied to trees, shrubs, vines and ground cover
during the first week of March and November of each year. Commercial fertilizer shall be
applied at the rates shown on the plans and shall be spread with a mechanical spreader wherever
possible.
The Contractor shall submit a watering schedule to the Engineer for use during the plant
establishment period. The schedule shall be submitted not less than 15 days prior to the start of
plant establishment.
Weeds within plant basins, including basin walls, shall be controlled by hand pulling.
Weeds within mulched areas and outside of plant basins shall be controlled by killing.
Book One San Benancio/State Route 68 Intersection Improvements 526
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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PROGRAM-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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CONTINGENT-U012
UPON-U012
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OF-U012
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BIB]
40444-U01
BOOK-U02
ONE-U02
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NO.-U02
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FO89518-U03
MG89556-U03
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HEARING-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
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MORE-U012
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B.-U012
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A-U012
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C.-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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UPON-U012
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OF-U012
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BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
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FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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TO-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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B.-U012
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A-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Weeds shall be mowed within the limits of mowing except for areas where weeds are to be
killed.
Except as specified in these Special Provisions, disposal of mowed material will not be
required unless ordered by the Engineer. Disposal of mowed material, as directed by the
Engineer, will be paid for as extra work as provided in Section 4-1.03D,"Extra Work," of the
Standard Specifications.
Replacement plants shall be the same size as originally specified.
During the plant establishment period, if plants become restricted by foliage protectors, the
tops of foliage protectors shall be removed. Foliage protectors shall be completely removed,
including the support stakes, within 15 working days prior to completion of the plant
establishment period.
The final inspection shall be performed in conformance with the provisions in
Section 5-1.13, Final Inspection," of the Standard Specifications and shall be completed a
minimum of 20 working days before the estimated completion of the contract.
10-2.05 IRRIGATION SYSTEMS
Irrigation systems shall be furnished and installed in conformance with the provisions in
Section 20-5, Irrigation Systems," of the Standard Specifications, except materials containing
asbestos fibers shall not be used.
Contractor is responsible to remove all irrigation components prior to completion of the
contract.
VALVE BOXES
Valve boxes shall conform to the provisions in Section 20-2.24, Valve Boxes," of the
Standard Specifications, except as otherwise provided herein.
PIPE
Plastic Pipe
Plastic pipe supply lines must be polyvinyl chloride PVC) 1120 or 1220 pressure rated pipe
with the minimum pressure rating PR) shown on the plans.
Plastic pipe supply lines less than 3 inches in diameter must have solvent cemented type
joints. Primers must be used on the solvent cemented type joints.
Plastic pipe supply lines must include pipe anchors and be installed on grade.
Plastic pipe irrigation lines) must include staples and be installed on grade. Staples must be
made of 11-gauge minimum steel wire and must be U-shaped with 6 inch legs and a 1 inch
crown. Staples must be installed a maximum of 6 feet on center.
Fittings for plastic pipe supply lines with a pressure rating PR) of 315 must be Schedule 80.
Full compensation for pipe anchors is included in the contract price paid per linear foot for
the various sizes of Plastic Pipe Supply Line) and no additional compensation will be allowed
therfor.
SPRINKLERS
SPRINKLER TYPE D)
Type D sprinklers shall be plastic, nonadjustable, pressure compensating emitters with
automatic flushing action. Emitter shall be regulated by dual silicone diaphragms. Emitters shall
have the flow rate and operating pressure range shown on the plans.
Emitters shall be installed as shown on the plans and in conformance with the manufacturer's
written instructio's. Two copies of the written instructions shall be furnished to the Engineer
prior to installation.
Book One San Benancio/State Route 68 Intersection Improvements 527
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
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8/4/2010-U04
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PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
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BY-U012
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B.-U012
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40444-U01
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40453-U01
BOOK-U02
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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ROAD-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Emitters shall be equipped with a single barb which shall be inserted into Plastic Pipe
Irrigation Line).
FILTER ASSEMBLY UNIT
A filter assembly unit shall consist of a filter housing, a reusable filter cartridge, fittings, and
pipe as shown on the plans.
Filter assembly units shall include pipe anchors and be installed on grade.
Filter assembly units shall withstand a cold water working pressure of 150 psi.
Pressure loss through the filter assembly units shall not exceed the following:
FILTER ELEMENT SIZE
inches) MAX FLOW RATE
GPM) PRESSURE LOSS AT MAX FLOW
psi)
1 18 4
Filter housings shall be manufactured of reinforced polypropylene plastic.
Filter cartridges shall be threaded plastic rings attached to one another to produce a reusable
cylindrical form filter. Filters shall be capable of 140-mesh size mesh filtration.
CAM COUPLER ASSEMBLY
Cam coupler assemblies shall be fabricated as shown on the plans and in conformance with
these Special Provisions.
Cam coupler assemblies shall consist of the following:
A. Cam coupler,
B. Dust cap,
C. Check valve,
D. Pipes,
E. Fittings,
F. Portland cement concrete support, and
G. Valve box with woven wire cloth and gravel.
Cam couplers shall be manufactured of brass or bronze.
Cam coupler assemblies shall withstand a cold water working pressure of 150 psi.
SECTION 10-3. ELECTRICAL SYSTEMS
10-3.01 DESCRIPTION
Traffic signals and lighting shall conform to the provisions in Section 86, Electrical
Systems," of the Standard Specifications and these Special Provisions.
10-3.02 COST BREAK-DOWN
Cost break-downs shall conform to the provisions in Section 86-1.03, Cost Break-Down," of
the Standard Specifications and these Special Provisions.
The Engineer shall be furnished a cost break-down for each contract lump sum item of work
described in this Section 10-3.
The cost break-down shall be submitted to the Engineer for approval within 15 days after the
contract has been approved. The cost break-down shall be approved, in writing, by the Engineer
before any partial payment for the items of electrical work will be made.
Book One San Benancio/State Route 68 Intersection Improvements 528
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
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STATE-U07
300-PUBLIC-U08
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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SAN-U012
BENANCIO-U012
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CONSIDER-U012
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A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????10-3.03 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS
Traffic signal system shutdowns shall be limited to periods allowed for lane closures listed or
specified in Maintaining Traffic" of these Special Provisions.
10-3.04 CAST-IN-DRILLED-HOLE CONCRETE PILE FOUNDATIONS
GENERAL
Summary
This work includes constructing cast-in-drilled-hole concrete pile foundations for traffic
signal and lighting standards.
Comply with Section 86-2.03, Foundations," of the Standard Specifications.
MATERIALS
Concrete must contain not less than 590 pounds of cementitious material per cubic yard.
CONSTRUCTION
For standards located in sidewalk areas, the pile foundation must be:
1. Placed to final sidewalk grade before the sidewalk is placed
2. Square for the top 4 inches
PAYMENT
Payment for cast-in-drilled-hole concrete pile foundations shall conform to the provisions in
Section 86-8, Payment," of the Standard Specifications.
10-3.05 STANDARDS, STEEL PEDESTALS, AND POSTS
Standards, steel pedestals, and posts for traffic signal and lighting standards shall conform to
the provisions in Section 86-2.04, Standards, Steel Pedistals and Posts," of the Standard
Specifications, Steel Structures" of these Special Provisions, and the following requirements.
Steel bolts not designated on the plans as high-strength HS) or stainless steel shall be for
general applications and shall conform to the requirements in ASTM Designation: A 307.
Anchor bolts shall conform to the requirements in ASTM Designation: F 1554, Grade 36.
High-strength HS) anchor bolts shall conform to the requirements in ASTM Designation:
F 1554, Grade 105.
The sign mounting hardware shall be installed at the locations shown on the plans.
Non-illuminated street name signs shall be installed on signal mast arms using a minimum
3/4" x 0.020" round edge stainless steel strap and saddle bracket. The strap shall be wrapped at
least twice around the mast arm, tightened, and secured with a 3/4" stainless strap seal. The sign
panel shall be leveled and hardware securely tightened.
Handhole reinforcement rings for standards, steel pedestals, and posts shall be continuous
around the handholes.
Type 1 standards shall be assembled and set with the handhole on the downstream side of the
pole in relation to traffic or as shown on the plans.
10-3.06 CONDUIT
Conduit to be installed underground shall be Type 3 unless otherwise specified.
The conduit in a foundation and between a foundation and the nearest pull box shall be
Type 3.
When Type 3 conduit is placed in a trench not in pavement or under portland cement
concrete sidewalk), after the bedding material is placed and the conduit is installed, the trench
Book One San Benancio/State Route 68 Intersection Improvements 529
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
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MODIFICATIONS-U07
TO-U07
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MONITORING-U07
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ROUTE-U012
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AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
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PROGRAM-U012
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IMPROVEMENTS,-U012
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CONTRACT-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AS89581-U03
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CONDUCT-U07
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TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????shall be backfilled to not less than 4 inches above the conduit with minor concrete conforming to
the provisions in Section 90-10, Minor Concrete," of The Standard Specifications, except the
concrete shall contain not less than 421 pounds of cementitious material per cubic yard. The
remaining trench shall be backfilled to finished grade with backfill material.
After conductors have been installed, the ends of conduits terminating in pull boxes, service
equipment enclosures, and controller cabinets shall be sealed with an approved type of sealing
compound.
At locations where conduit is required to be installed under pavement and if a delay to
vehicles will not exceed 5 minutes, conduit shall be installed by the Trenching in Pavemen
Method."
10-3.07 CONDUCTORS, CABLES, AND WIRING
Splices shall be insulated with heat-shrink tubing of the appropriate size after thoroughly
painting the spliced conductors with electrical insulating coating.
Conductors shall be wrapped around projecting end of conduit in pull boxes, as shown on the
plans. Cables shall be secured to the projecting end of conduit in pull boxes to prevent pulling of
cables without removing the securing device.
Signal Interconnect Cable SIC) shall be the 6-pair type.
10-3.09 LIGHT EMITTING DIODE SIGNAL MODULE
GENERAL
Summary
This work includes installing LED signal module. Comply with Section 86, Electrical
Systems," of the Standard Specifications.
Use LED signal module as the light source for the following traffic signal faces:
1. 12-inch section
2. 12-inch arrow section
Submittals
Before shipping LED signal modules to job site, submit the following to the Transportation
Laboratory:
1. Delivery form including district number, EA, and contact information
2. List containing all LED signal module serial numbers anticipated for use
3. LED signal modules
Quality Control and Assurance
Module must be one listed on the Pre-Qualified Products List for LED traffic signals at:
http://www.dot.ca.gov/hq/esc/approved_products-list
The State will test LED signal module shipments as specified in ANSUASQ Z1.4 Testing
will be completed within 30 days of delivery to the Transportation Laboratory. LED signal
modules tested or submitted for testing must be representative of typical production units. LED
and circular LED signal modules will be tested as specified in California Test 604. Arrow, U-
turn, and bicycle LED signal modules will be tested as specified in California Test 3001. All
parameters of the specification may be tested on the modules. LEDs must be spread evenly
across the module. LED arrow indication must provide the minimum initial luminous intensity
listed. Measurements will be performed at the rated operating voltage of 120 V(ac).
Delays resulting from submittal of non-compliant materials do not relieve you from
executing the contract within the allotted time. Non-compliant materials will be rejected. You
Book One San Benancio/State Route 68 Intersection Improvements 530
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
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DO94108-U03
C1-U03
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3-U06
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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PLANS-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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EFFECTIVE-U012
MITIGATION-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
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C.-U012
CONSIDER-U012
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STATE-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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PLANS-U012
SPECIFICATIONS;-U012
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AUTHORIZING-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????must resubmit new LED for retesting and pick up the failed units within 7 days of notification.
You must provide new LED signal modules and allow a minimum of 30 days for the retest. You
must pay for all shipping and handling costs related to testing and retesting. Delays resulting
from resubmittal and retesting are your responsibility and no extra time will be allowed.
After testing, you must pick up the tested LED signal modules from the Transportation
Laboratory and deliver to the job site.
Warranty
The manufacturer must provide a written warranty against defects in materials and
workmanship for LED signal modules for a minimum period of 48 months after installation of
LED signal modules. Replacement LED signal modules must be provided within 15 days after
receipt of failed LED modules at your expense. The State pays for shipping the failed modules
to you. All warranty documentation must be submitted to the Engineer before installation.
Replacement LED signal modules must be delivered to State Maintenance Electrical Shop at 50
Higuera Street, San Luis Obispo, CA 93401.
MATERIALS
Minimum power consumption for LED signal module must be 5 W.
LED signal module must have an operational lifecycle rating of 48 months. During the
operational lifecycle, LED signal module must meet all parameters of this specification.
LED signal module must be designed for installation in the door frame of standard traffic
signal housing.
LED signal module must:
1.
2.
3.
4.
5. Be 4 pounds maximum weight
Be manufactured for 12-inch circular and arrow section
Be from the same manufacturer
Be the same model for each size
Be sealed units with:
5.1. 2 color-coded conductors for power connection, except for lane control LED signal
modules use 3 color-coded conductors.
5.2. Printed circuit board and power supply contained inside and complying with
Chapter 1, Section 6 of TEES published by the Department.
5.3. Lens that is:
5.3.1. Integral to the units
5.3.2. Convex or flat with a smooth outer surface
5.3.3. Made of UV stabilized plastic or glass, and withstands UV exposure from
direct sunlight for 48 months without exhibiting evidence of deterioration
5.4. 1-piece EPDM gasket
6. Include 3-foot long conductors with quick disconnect terminals attached
7. Be sealed in door frames
8. Fit into existing traffic signal section housing and comply with ITE publication,
Equipment and Material Standards, Chapter 2, Vehicle Traffic Control Signal Heads"
Individual LEDs must be wired so catastrophic loss or failure of 1 LED will not result in loss
of more than 5 percent of the signal module light output. Failure of an individual LED in a string
must not result in loss of entire string or other indication.
No special tools for installation are allowed.
Book One San Benancio/State Route 68 Intersection Improvements 531
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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8/4/2010-U04
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15366-U05
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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OR-U012
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B.-U012
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40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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JANUARY-U012
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UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
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AI93754-U03
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CONDUCT-U07
A-U07
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TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
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MONITORING-U07
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7/19/2010-U011
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68-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????12-inch Arrow
Comply with Section 9.01 of ITE publication, Equipment and Material Standards, Chapter 2,
Vehicle Traffic Control Signal Heads" for arrow indicatiors.
LED signal module must:
1. Be weather tight and connect directly to electrical wiring.
2. Be capable of optical unit replacement.
3. Be a single, self-contained device, ready for installation into traffic signal housing.
4. Have manufacturer's name, trademark, model number, serial number, lot number, month
and year of manufacture, and required operating characteristics, including rated voltage,
power consumption, and volt-ampere, permanently marked on the back of the module.
5. Have a symbol of module type and color. Symbol must be an inch in diameter. Color
must be written out in 0.50 inch high letters next to the symbol.
6. Be AIInGaP technology for red and yellow indications and gallium nitride technology for
green indications.
7. Be ultra bright type rated for 100,000 hours of continuous operation from 40 C to
+74 C.
8. Have a maximum power consumption as follows:
LED Signal Module Power Consumption
Watts)
Type Red Yellow Green
25 C 74 C 25 C 74 C 25 C 74 C
12-inch circular 11 17 22 25 15 15
8-inch circular 8 13 13 16 12 12
12-inch arrow 9 12 10 12 11 11
12-inch U-turn 9 12 10 12 11 11
Bicycle 11 17 22 25 15 15
Programmed Visibility 11 17 22 25 15 15
Lane Control X) 9 12
Lane Control Arrow) 11 11
Lens may be tinted, or may use transparent film or materials with similar characteristics to
enhance ON/OFF" contrasts. Tinting or other materials to enhance ON/OFF" contrast must
not affect chromaticity and must be uniform across the face of the lens.
If polymeric lens is used, surface coating or chemical surface treatment must be applied for
front surface abrasion resistance.
Power supply must be integral to the module.
Internal components must be adequately supported to withstand mechanical shock and
vibration from high winds and other sources.
Lens and LED signal module material must comply with the ASTM specifications for that
material.
Enclosures containing either the power supply or electronic components of LED signal
module, except lenses, must be made of UL94VO flame-retardant material.
If a specific mounting orientation is required, the LED signal module must have prominent
and permanent vertical markings for accurate indexing and orientation within the signal housing.
Markings must include an up arrow, or the word UP" or TOP."
LED signal module must meet or exceed the following values when operating at 25 C:
Power Consumption Requirements
Book One San Benancio/State Route 68 Intersection Improvements 532
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Minimum Initial Intensities for Circular Indications cd)
12-inch
Angle v,h) Red Yellow Green
2.5, 2.5 399 798 798
2.5, 7.5 295 589 589
2.5, 12.5 166 333 333
2.5, 17.5 90 181 181
7.5, 2.5 266 532 532
7.5, 7.5 238 475 475
7.5, 12.5 171 342 342
7.5, 17.5 105 209 209
7.5, 22.5 45 90 90
7.5, 27.5 19 38 38
12.5, 2.5 59 119 119
12.5, 7.5 57 114 114
12.5, 12.5 52 105 105
12.5,?17.5 40 81 81
12.5, 22.5 26 52 52
12.5, 27.5 19 38 38
17.5, 2.5 26 52 52
17.5, 7.5 26 52 52
17.5,?12.5 26 52 52
17.5, 17.5 26 52 52
17.5, 22.5 24 48 48
17.5,?27.5 19 38 38
Minimum Luminance for Arrows, U-turn, Bicycle, Lane Control, and PV Indications
FL)
Arrow Indication
Red
1,605
Yellow
3,210
Green
3,210
LED signal module must meet or exceed the following illumination values for 48 months
when operating over a temperature range of 40 C to + 74 C. Yellow LED signal module must
meet or exceed the following illumination values for 48 months, when operating at 25 C:
Book One San Benancio/State Route 68 Intersection Improvements 533
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Minimum Maintained Intensities for Circular Indications cd)
12-inch
Angle v,h) Red Yellow Green
2.5, +2.5 339 678 678
2.5,?7.5 251 501 501
2.5, +12.5 141 283 283
2.5, +17.5 77 154 154
7.5, +2.5 226 452 452
7.5, +7.5 202 404 404
7.5, +12.5 145 291 291
7.5, +17.5 89 178 178
7.5, 22.5 38 77 77
7.5, 27.5 16 32 32
12.5, +2.5 50 101 101
12.5, +7.5 48 97 97
12.5, +12.5 44 89 89
12.5, +17.5 34 69 69
12.5, +22.5 22 44 44
12.5, +27.5 16 32 32
17.5, +2.5 22 44 44
17.5, +7.5 22 44 44
17.5, +12.5 22 44 44
17.5, +17.5 22 44 44
17.5, +22.5 20 41 41
17.5, +27.5 16 32 32
Minimum Maintained Luminance for Arrow, U-turn, Bicycle, Lane Control, and PV
Arrow Indication
Indications FL)
Red
1,610
Yellow
3,210
Green
3,210
LED signal module must comply with the following chromaticity requirements for 48
months when operating over a temperature range of 40 C to +74 C.
Red Y: not greater than 0.308, or less than 0.998 x
Y: not les- than 0.411, nor less than 0.995 x,
Yellow nor greater than-0.452
Y: not less than 0.506 0.519x, nor less th-n
Green 0.150 + 1.068x, nor more than 0.730 x
LED signal m-dule must operate:
1. At a frequency of 60 Hz 3 Hz, over a voltage range from 95 V(ac) to 135 V(ac),
without perceptible flicker to the unaided eye. Fluctuations of line voltage must have no
visible effect on luminous intensity of the indications. Rated voltage for measurements
must be 120 V(ac).
2. Compatible with currently used controller assemblies, including solid state load switches,
flashers, and conflict monitors. Comply with TEES Chapters 3 and 6. If a 20 mA
alternating current or less is applied to the unit, the voltage read across the 2 leads must
be 15 V(ac) or less.
Wiring and terminal block must comply with Section 13.02 of ITE publication, Equipment
and Material Standards, Chapter 2, Vehicle Traffic Control Signal Heads." Electrical connect
Chromaticity Standards CIE Chart)
Book One San Benancio/State Route 68 Intersection Improvements 534
CONTRACT NO. 10- 111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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C.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
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E.-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????on for each Type 1 LED signal module must be 2 secured, color-coded, 3-foot long, 600 V(ac),
20 AWG minimum stranded jacketed copper wires. Wires must comply with NEC, rated for
service at +105 C.
LED signal module on-board circuitry must:
1. Include voltage surge protection to withstand high-repetition noise transients. The
voltage surge protection must comply with NEMA Standard TS2, Section 2.1.6.
2. Comply with FCC, Title 47, SubPart B, Section 15 regulations for Class A emission
limits for electronic noise.
LED signal module must provide a power factor of 0.90 or greater.
Total harmonic distortion from current and voltage induced into an alternating current power
line by LED signal module must not exceed 20 percent at an operating temperature of 25 C.
When power is applied to LED signal module, light emission must occur within 90 ms.
10-3.10 LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE MODULES
GENERAL
Summary
This work includes installing LED pedestrian signal face PSF) module into standard Type A
pedestrian signal housing. Comply with Section 86, Electrical Systems," of the Standard
Specifications.
Submittals
Before shipping LED PSF modules to job site, submit the following to the Transportation
Laboratory:
1. Delivery form including district number, EA, and contact information
2. List containing all LED PSF module serial numbers anticipated for use
3. LED PSF modules
Quality Control and Assurance
Module must be one listed on the Pre-Qualified Products List for LED traffic signals at:
http://www.dot.ca.gov/hq/esc/approved_products-list
The State will test LED PSF module shipments as specified in ANSI/ASQ Z1.4 Testing
will be completed within 30 days of delivery to the Transportation Laboratory. LED PSF
modules tested or submitted for testing must be representative of typical production units. LED
PSF modules will be tested as specified in California Test 606. All parameters of the
specification may be tested on the modules.
Delays resulting from submittal of non-compliant materials do not relieve you from
executing the contract within the allotted time. Non-compliant materials will be rejected. You
must resubmit new LED for retesting and pick up the failed units within 7 days of notification.
You must provide new LED PSF modules and allow a minimum of 30 days for the retest. You
must pay for all shipping and handling costs related to testing and retesting. Delays resulting
from resubmittal and retesting are your responsibility and no extra time will be allowed.
After successful testing, you must pick up the tested LED PSF modules from the
Transportation Laboratory and deliver to the job site.
Warranty
The manufacturer must provide a written warranty against defects in materials and
workmanship for LED PSF modules for a minimum period of 48 months after installation of
Book One San Benancio/State Route 68 Intersection Improvements 535
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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C.-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
DIRECTOR-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?? ??LED PSF modules. Replacement LED PSF modules must be provided within 15 days after
receipt of failed LED PSF modules at your expense. The State pays for shipping the failed
modules to you. All warranty documentation must be submitted to the Engineer before
installation. Replacement LED PSF modules must be delivered to State Maintenance Electrical
Shop at 50 Higuera Street, San Luis Obispo, CA 93401.
MATERIALS
LED PSF module must:
1. Be from the same manufacturer.
2. Be installed in standard Type A pedestrian signal housing, UPRAISED HAND" and
WALKING PERSON"" Do not include reflectors.
3. Use LED as the light source.
4. Be designed to mount behind or replace face plates of standard Type A housing as
specified in ITE publication, Equipment and Material Standards, Chapter 3, Pedestrian
Traffic Control Signal Indications" and the California MUTCD."
5" Have a minimum power consumption of 10 W.
6. Use required color and be ultra bright type rated for 100,000 hours of continuous
operation from 40 C to +74 C.
7. Be able to replace signal lamp optical units and pedestrian signal faces with both LED
and incandescent light sources.
8. Fit into pedestrian signal section housings without modifications to the housing. The
housing must comply with ITE publication, Equipment and Materials Standards, Chapter
3, Pedestrian Traffic Control Signal Heads."
9. Be a single, self-contained device, not requiring on-site assembly for installation into
standard Type A housing.
10. Have the following information permanently marked on the back of module:
10.1. Manufacturer's name
10.2. Trademark
10.3. Model number
10.4. Serial number
10.5. Lot number
10.6. Month and year of manufacture
10.7. Required operating characteristics, as follows:
10.7.1. Rated voltage
10.7.2. Power consumption
10.7.3. Volt-ampere VA)
10.7.4. Power factor
11. Have prominent and permanent vertical markings for accurate indexing and orientation
within the signal housing if a specific mounting orientation is required. Markings must
include an up arrow, or the word UP" or TOP." Marking must be a minimum of 1-inch
diameter.
Circuit board and power supply must be contained inside the LED PSF modules. Circuit
board must comply with Chapter 1, Section 6 of TEES published by the Department.
Individual LEDs must be wired so catastrophic loss or failure of 1 LED will not result in loss
of more than 5 percent of the PSF module light output. Failure of an individual LED in a string
must not result in the loss of entire string or other indication.
LEDs must be evenly distributed in each indication. Do not use outline forms.
No special tools for installation are allowed.
Book One San Benancio/State Route 68 Intersection Improvements 536
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??!??Installation of the LED PSF module into pedestrian signal face must require only removal of
lenses, reflectors, lamps, and existing LED modules.
Power supply for LED PSF module must be integral to the module. Power supply for each
symbol must be isolated to avoid turn-on conflict.
Assembly and manufacturing processes for LED PSF module must assure that all internal
components are adequately supported to withstand mechanical shock and vibration from high
winds and other sources.
Material used for LED PSF module must comply with ASTM D 3935.
Enclosures containing either the power supply or electronic components of LED PSF
module, except lenses, must be made of UL94VO flame-retardant material.
Color of UPRAISED HAND" symbol must be portland orange.
Color of WALKING PERSON" symbol must be lunar white.
Each symbol must not be less than 10 inches high and 6.5 inches wide. Uniformity ratio of
illuminated symbols must not exceed 4 to 1 between highest and lowest luminance areas.
Symbols must comply with ITE publication, Equipment and Material Standards, Chapter 3,
Pedestrian Traffic Control Signal Indications," and the California MUTCD."
LED PSF module m"st maintain an average luminance value over 48 months of continuous
use in signal operation for a temperature range of 40 C to +74 C. In addition, LED PSF
modules must meet or exceed the following luminance values upon initial testing at 25 C.
Luminance Values
PSF module Luminance
UPRAISED HAND 1,094 FL
WALKING PERSON 1,547 FL
Color output of LED PSF module must comply with chromaticity requirements in Section
5.3 of ITE publication, Equipment and Material Standards, Chapter 3, Pedestrian Traffic
Control Signal Indications."
Measured chromaticity coordinates of LED PSF module must comply with the following
chromaticity requirements for 48 months when operating over a temperature range of 40 C to
+74 C.
UPRAISED HAND Not greater then 0.390, nor less than 0.33 1, nor
Cortland orange) less than 0.997-X
X: not less than 0.280, nor greater than 0.320
WALKING PERSON Y: not less than 1.055*X 0.0128, nor greater-
lunar white) than 1.055*X + 0.0072
LED PSF module maximum power consumption must not exceed the following values:
PSF module Power Consumption
24?C Power Consumption
74?C
UPRAISED HAND 10.0 W 12.0 W
WALKING PERSON 9.0 W 12.0 W
Wiring and terminal block must comply with Section 13.02 of ITE publication, Equipment
and Material Standards, Chapter 2, Vehicle Traffic Control Signal Heads." The LED PSF
module"must be supplied with spade lugs and 3 secured, color-coded, 3-foot long, 600 V(ac), 20
AWG minimum stranded jacketed copper wires. Wires must comply with NEC, rated for service
at +105 C.
Chromaticity Standards CIE Chart)
Power Consumption Requirements
Book One San Benancio/State Route 68 Intersection Improvements 537
CONTRACT NO. 10- 11 1 065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??"??LED PSF module must operate:
1. At a frequency of 60 Hz 3 Hz over a voltage range from 95 V(ac) to 135 V(ac) without
perceptible flicker to the unaided eye. Fluctuations of line voltage must have no visible
effect on luminous intensity of the indications. Rated voltage for measurements must be
120 V(ac).
2. Compatible with currently used State controller assemblies including solid state load
switches, flashers, and conflict monitors. Comply with TEES Chapters 3 and 6. If a 20
ma alternating current or less is applied to the unit, the voltage read across the 2 leads
must be 15 V(ac) or less.
LED PSF module on-board circuitry must:
1. Include voltage surge protection to withstand high-repetition noise transients. The
voltage surge protection must comply with NEMA Standard TS2, Section 2.1.6.
2. Comply with FCC, Title 47, SubPart B, Section 15 regulations for Class A emission
limits for electronic noise.
LED PSF module must provide a power factor of 0.90 or greater.
Total harmonic distortion from current and voltage induced into an alternating current power
line by LED PSF module must not exceed 20 percent at an operating temperature of 25 C.
The LED PSF module circuitry must prevent perceptible light emission to the unaided eye
when a voltage, 50 V(ac) or less is applied to the unit.
When power is applied to LED PSF module, light emission must occur within 90 ms.
The UPRAISED HAND" and WALKING PERSON" symbol indications must be
electrically isolated from each other. Sharing a power supply or interconnect circuitry between
the 2 indications is not allowed.
10-3.11 DETECTORS
Loop detector sensor units will be State-furnished in conformance with the provisions in
Materials" of these Special Provisions.
Loop wire shall be Type 2.
Loop detector lead-in cable shall be Type.
Slots shall be filled with hot-melt rubberized asphalt sealant.
At the Contractor's option, where a Type A or a Type B loop is designated on the plans, a
Type E loop may be substituted.
For Type E detector loops, sides of the slot shall be vertical and the minimum radius of the
slot entering and leaving the circular part of the loop shall be 1-1/2 inches. Slot width shall be a
maximum of 5/8 inch. Loop wire for circular loops shall be Type 2. Slots of circular loops shall
be filled with elastomeric sealant or hot melt rubberized asphalt sealant.
10-3.12 LUMINAIRES
Ballasts shall be the lag or lead regulator type.
10-3.13 PHOTOELECTRIC CONTROLS
Contactors shall be the mechanical armature type.
SECTION 11 BLANK)
SECTION 12 BLANK)
SECTION 13 BLANK)
SECTION 14 BLANK)
Book One San Benancio/State Route 68 Intersection Improvements 538
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??#??SECTION 15. SAMPLE CONTRACT
SAMPLE CONTRACT
CONTRACT FOR PUBLIC WORK
COUNTY OF MONTEREY
STATE OF CALIFORNIA
CONTRACT NO. 10-111065
THIS AGREEMENT, made in triplicate by and between the COUNTY OF
MONTEREY, a political subdivision of the State of California, hereinafter called the County,"
and hereinafter called the
Contractor," WITNESSETH:
1) THE WORK
The Contractor shall do all the work and furnish all the materials, except such as
are mentioned in any of the contract documents to be furnished by the County, necessary to
construct and complete in a good, workmanlike and substantial manner and to the satisfaction of
the County, the following public work:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
CONTRACT NO. 10-111065
in accordance with this agreement and with all of the following additional contract
documents which are incorporated into and made a part of this agreement:
a) The Standard Specifications, dated May 2006, and the Standard Plans, dated
May 2006 of the State of California, Department of Transportation, including
any amendments thereto.
b) A set of plans and cross sections when applicable) entitled:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
CONTRACT NO. 10-111065
c) The Special Provisions for the work.
d) The Notice to Contractors calling for bids.
e) The Payment and Performance bonds required.
f) Certificate of Insurance.
g) Mitigation Monitoring and Reporting Program as adopted by the Monterey
County Board of Supervisors.
Book One San Benancio/State Route 68 Intersection Improvements 539
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
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C.-U012
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ROUTE-U012
68-U012
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05-0H8220,-U012
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NO.-U012
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D.-U012
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PLANS-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??$??h) The accepted bid/proposal including the following:
1) List of Subcontractors
2) Equal Employment Opportunity Certification
3) Public Contract Code Section 10285.1 Statement
4) Public Contract Code Section 10162 Questionnaire
5) Public Contract Section 10232 Statement
6) Non-Collusion Affidavit
7) Debarment and Suspension Certification
8) Statement Concerning Employment of Undocumented Aliens
9) Contractor's Certificate as to Workers' Compensation
10) Contractor's Certification of Good-Faith Effort to Hire Monterey
Bay Area Residents
11) List of Satisfied Public Agencies
12) Bidder's Bond
13) Bidder's List
All contract documents are intended to cooperate, so that any work called for in one and
not mentioned in another is to be executed the same as if mentioned in all. However, should
there be any conflict between the terms of this instrument and the Contractor's bid or proposal,
then this instrument shall control.
2) WORKERS' COMPENSATION
In accordance with the provisions of Section 3700 of the Labor Code, the Contractor
and every Subcontractor will be required to secure the payment of compensation to his
employees.
Book One San Benancio/State Route 68 Intersection Improvements 540
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??%??3. CONTRACT PRICE
The County shall pay the Contractor the following prices for the performance of this
contract:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
CONTRACT NO. 10-111065
ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
1 066070 MAINTAIN TRAFFIC LS 1 $ $
2 071325 TEMPORARY FENCE TYPE
ESA LF 3125 $ $
3 073000A
P TEMPORARY STREAM
DIVERSION
LS
1
$
$
4 074016 CONSTRUCTION SITE
MANAGEMENT LS 1 $ $
5 074019 PREPARE STORM WATER
POLLUT
O LS 1 $ $
I
N PREVENTION PLAN
6 074028 TEMPORARY FIBER ROLL LF 1743 $ $
7 074028A TEMPORARY LARGE FIBER
ROLL LF 1144 $ $
8 074033 TEMPORARY CONSTRUCTION EA 3 $ $
ENTRANCE
9 074034 TEMPORARY COVER SF 11300 $ $
10 074038 TEMPORARY DRAINAGE INLET
P
T EA 3 $ $
RO
ECTION TYPE 3)
11 074041 STREET SWEEPING LS 1 $ $
12 074042 TEMPORARY CONCRETE
W
SHOUT
P EA 4 $ $
A
ORTABLE)
13 074056 RAIN EVENT ACTION PLAN LS 1 $ $
14 074057 STORM WATER ANNUAL
REPORT LS 1 $ $
15 074058 STORM WATER SAMPLING
AND ANALYSIS DAY LS 1 $ $
16 120090 CONSTRUCTION AREA SIGNS LS 1 $ $
17 120100 TRAFFIC CONTROL SYSTEM LS 1 $ $
18 120151 TEMPORARY TRAFFIC STRIPE LF 21200 $ $
19 120152 TEMPORARY PAVEMENT SF 500 $ $
MARKING PAINT)
20 128650 PORTABLE CHANGEABLE EA 2 $ $
MESSEAGE SIGN
21 129000 TEMPORARY RAILING TYPE K) LF 2320 $ $
Book One San Benancio/State Route 68 Intersection Improvements 541
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??&??ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
22 129100 TEMPORARY ALTERNATIVE EA 7 $ $
CRASH CUSHION SYSTEM
23 150714 REMOVE THERMOPLASTIC LF 20814 $ $
TRAFFIC STRIPE
24 150715 REMOVE THERMOPLASTIC SF 665 $ $
PAVEMENT MARKING
25 150722 REMOVE PAVEMENT MARKER EA 266 $ $
26 150771 REMOVE ASPHALT CONCRETE LF 195 $ $
DIKE
27 150806A REMOVE 18" CORRUGATED LF 113 $ $
STEEL PIPE
28 150820 REMOVE INLET EA 1 $ $
29 152370A RELOCATE BUS STOP BENCH EA 2 $ $
30 152386 RELOCATE ROADSIDE SIGN EA 5 $ $
ONE POST
31 152387 RELOCATE ROADSIDE SIGN EA 2 $ $
TWO POST
32 158210A RESET FENCE LF 111 $ $
33 160101 CLEARING AND GRUBBING LS 1 $ $
34 190101 ROADWAY EXCAVATION CY 775 $ $
35 192037 STRUCTURE EXCAVATION
CY
985
$
$
F) RETAINING WALL)
36 193013 STRUCTURE BACKFILL
CY
472
$
$
F) RETAINING WALL)
37 200001 HIGHWAY PLANTING LS 1 $ $
38 202007 DUFF Sy 1714 $ $
39 202007 CHIPPED MATERIAL SF 9840 $ $
40 203021 FIBER ROLL LF 1750 $ $
41 203032 EROSION CONTROL AC 1 $ $
HYDROSEED)
42 203038 ROLLED EROSION CONTROL SF 9659 $ $
PRODUCT JUTE MESH)
43 204017 PLANT GROUP W) WILLOW EA 22 $ $
CUTTING)
44 204099 PLANT ESTABLISHMENT WORK LS 1 $ $
45 208000 IRRIGATION SYSTEM LS 1 $ $
46 260201 CLASS 2 AGGREGATE BASE CY 3224 $ $
47 390132 HOT MIX ASPHALT TYPE A) TON 2256 $ $
Book One San Benancio/State Route 68 Intersection Improvements 542
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??'??ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
48 394048 PLACE HOT MIX ASPHALT LF 351 $ $
CONCRETE DIKE TYPE E)
49 394073 PLACE HOT MIX ASPHALT LF 89 $ $
CONCRETE DIKE TYPE A)
50 394074 PLACE HOT MIX ASPHALT LF 685 $ $
CONCRETE DIKE TYPE C)
51 394090 PLACE HOT MIX ASPHALT SF 246 $ $
MISCELLANEOUS AREA)
52 510060 STRUCTURAL CONCRETE,
CY
339
$
$
F) RETAINING WALL
53 510502 MINOR CONCRETE MINOR
CY
1.61
$
$
F) STRUCTURE)
54 511035A ARCHITECTURAL TREATMENT SF 3132 $ $
F) TEXTURED CONCRETE)
55 520103 BAR REINFORCING STEEL LB 28400 $ $
F, P) RETAINING WALL)
56 566011 ROADSIDE SIGN ONE POST EA 3 $ $
57 650014 18" REINFORCED CONCRETE LF 106 $ $
PIPE
58 650018 24" REINFORCED CONCRETE LF 186 $ $
PIPE
59 690110 12" CORRUGATED STEEL PIPE LF 29 $ $
DOWNDRAIN
60 705206 24" CONCRETE FLARED END EA 1 $ $
SECTION
61 707417 36" REINFORCED CONCRETE LF 15 $ $
PIPE RISER
62 721009 ROCK SLOPE PROTECTION CY 4 $ $
FACING, METHOD B)
63 1
17
73
5 MINOR CONCRETE GUTTER) CY 22 $ $
F
64 731623 MINOR CONCRETE CURB Cy 3 $ $
F) RAMP)
65 750500 MISCELLANEOUS IRON AND LB 1729 $ $
F, P) STEEL
66 800321 CHAIN LINK FENCE TYPE CL-6, LF 72 $ $
VINYL CLAD)
67 832002 METAL BEAM GUARD RAIL LF 624 $ $
STEEL POST)
68 832070 VEGETATION SY 271 $ $
CONTROL(MINOR CONCRETE)
69 839521 CABLE RAILING LF 394 $ $
70 839541 TRANSITION RAILING TYPE EA 6 $ $
71 839559 TERMINAL SYSTEM TYPE ET) EA 1 $ $
72 839565 TERMINAL SYSTEM TYPE SRT) EA 3 $ $
73 839701A CO CRETE BARRIER TYPE 60) LF 195 $ $
Book One San Benancio/State Route 68 Intersection Improvements 543
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??(??ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
74 840504 4" THERMOPLASTIC TRAFFIC LF 9620 $ $
STRIPE
75 840506 8" THERMOPLASTIC TRAFFIC LF 1780 $ $
STRIPE
76 840515 MAC OPLASTIC PAVEMENT SF 552 $ $
77 850111 PAVEMENT MARKER
EA
260
$
$
P) RETROREFLECTIVE)
78 861501 MODIFY SIGNAL AND LS 1 $ $
LIGHTING
79 192003 STRUCTURE EXCAVATION
CY
91
$
$
F) BRIDGE)
80 192037 STRUCTURE EXCAVATION
CY
283
$
$
F) RETAINING WALL)
81 193003 STRUCTURE BACKFILL
CY
96
$
$
F) BRIDGE)
82 193013 STRUCTURE BACKFILL
CY
312
$
$
F) RETAINING WALL)
83 490519 DRIVE STEEL PILE HP 12 X 74) EA 18 $ $
84 490566A FURNISH STEEL PILE HP 12 X LF 838 $ $
P) 74)
85 490539 DRIVE STEEL PILE HP 14 X 117) EA 8 $ $
86 490538 FURNISH STEEL PILE HP 14 X LF 372 $ $
P) 117)
87 490514 DRIVE STEEL PILE HP 12 X 53) EA 30 $ $
88 490566B FURNISH STEEL PILE HP 12 X LF 1,341 $ $
P) 53)
89 510051 STRUCTURAL CONCRETE,
CY
5.4
$
$
F) BRIDGE FOOTING
90 510053 STRUCTURAL CONCRETE, CY 206.6 $ $
F) BRIDGE
91 510060 STRUCTURAL CONCRETE, CY 250 $ $
F) RETAINING WALL
92 510086 STRUCTURAL CONCRETE, CY 59 $ $
F) APPROACH SLAB TYPE N)
93 510087 STRUCTURAL CONCRETE, CY 86 $ $
F) APPROACH SLAB TYPE R)
94 519088 JOINT SEAL MR 1") LF 132 $ $
95 520102 BAR RIENFORCING STEEL LB 58,300 $ $
F, P) BRIDGE)
96 520103 BAR REINFORCING STEEL LB 14,100 $ $
F, P) RETAINING WALL)
97 512203 FURNISH PRECAST
PRESTRESSED CONCRETE
EA
8
$
$
P) GIRDER 40'-50')
98 512500 ERECT PRECAST PRESTRESSED EA 8 $ $
CONCRETE GIRDER
Book One San Benancio/State Route 68 Intersection Improvements 544
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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SPECIAL-U012
PROVISIONS-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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CONSIDER-U012
AUTHORIZING-U012
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CONSIDER-U012
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TO-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??)??ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
99 750501
F
P) MISCELLANEOUS METAL
BRIDGE
LB
60
$
$
100 839740
F
P) CALIFORNIA ST-20 BRIDGE
RAIL LF 360 $ $
101 510800 PAVING NOTCH EXTENSION CF 48 $ $
102 721009 ROCK SLOPE PROTECTION
FACING
METHOD B CY 0.20 $ $
103 511106 DRILL AND BOND DOWEL LF 140 $ $
104 192020
F STRUCTURE EXCAVATION
TYPE D
CY
52
$
$
105 153235 CLEAN BRIDGE DECK SQFT 3840 $ $
106
153225A BRIDGE DECK
METHACRYLATE RESIN
SQFT
3840
$
$
TREATMENT
107 540108 FURNISH BRIDGE DECK
TREATMENT MATERIAL GAL 52 $ $
108 99990 MOBILIZATION 10% LS 1 $ $
$
GRAND TOTAL
Book One San Benancio/State Route 68 Intersection Improvements 545
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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10-111065;-U012
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TO-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
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68-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??*??IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the
dates appearing below their respective signatures.
CONTRACTOR:
Name of Company)
By:
Name:
Title:
Date:
COUNTY OF MONTEREY:
By:
Name: Yazdan T. Emrani, P.E.
Title: Director of Public Works
Date:
APPROVE AS TO FORM APPROVE AS TO FORM
By: By:
Name: Cynthia L. Hasson Name: Steven F. Mauck
Title: Deputy County Counsel Title: Risk Manager
Date: Date:
Book One San Benancio/State Route 68 Intersection Improvements 546
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??+??COUNTY OF MONTEREY
PAYMENT BOND
Civil Code Section 3249)
WHEREAS, the County of Monterey has awarded to Principal, as Contractor, a
contract for the following project:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
CONTRACT NO. 10-111065
AND WHEREAS, Principal, as Contractor, is required to furnish a bond in connection
with said contract, to secure the payment of claims of laborers, mechanics, materialmen, and
other persons furnishing labor and materials on the project, as provided by law.
NOW, THEREFORE, we
Principal, and
as
as Surety, are held and firmly
bound unto the County of Monterey, a political subdivision of the State of California hereinafter
called County"), and to the persons named in California Civil Code section 3181 in the penal
sum of for the
payment of which sum in lawful money of the United States, well and truly to be made, we bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT:
If the Principal, or any of Principal's heirs, executors, administrators, successors,
assigns, or Subcontractors, 1) fails to pay in full all of the persons named in Civil Code Section
3181 with respect to any labor or materials furnished by said persons on the project described
above, or 2) fails to pay in full all amounts due under the California Unemployment Insurance
Code with respect to work or labor performed on the project described above, or 3) fails to pay
for any amounts required to be deducted, withheld, and paid over to the Employment
Development Department from the wages of employees of the Principal and Subcontractors
pursuant to Unemployment Insurance Code section 13020 with respect to such work and labor,
then the Surety shall pay for the same.
Surety hereby stipulates and agrees that no change, extension of time, alteration or
addition to the terms of the contract on the call for bids, or to the work to be performed there
under, or the specifications accompanying the same, shall in any way affect its obligation under
this bond, and it does hereby waive notice of any such change, extension of time, alteration or
addition to the terms of said contract or the call for bids, or to the work, or to the specifications.
If suit is brought upon this bond by the County and judgment is recovered, the Surety
shall pay all litigation expenses incurred by the County in such suit, including attorney's fees,
court costs, expert witness fees and investigation expenses.
This bond inures to the benefit of any of the persons named in Civil Code section 3181,
and such persons or their assigns shall have a right of action in any suit brought upon this bond,
Book One San Benancio/State Route 68 Intersection Improvements 547
CONTRACT NO. 10-111065
BIB]
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AT-U012
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STATE-U012
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CONTRACT-U012
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D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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TO-U012
SIGN-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
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BOOK-U02
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CONTRACT-U02
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LI21329-U03
FO21330-U03
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FO89518-U03
MG89556-U03
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DOCUMENTS-U03
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15366-U05
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HEARING-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
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CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MODIFICATIONS-U07
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MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
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FERNANDEZV-U10
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FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
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STATE-U012
ROUTE-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??,??subject to any limitations set forth in Civil Code sections 3247 et seq. Civil Code, Division 3,
Part 4, Title 15, Chapter 7: Payment Bond for Public Works).
IN WITNESS WHERE OF the above-bounden parties have executed this instrument
under their several seals this day of 20 the name and corporate
seal of each corporate party being hereto affixed and these presents duly signed by its
undersigned representative, pursuant to authority of its governing body.
Corporate Seal)
Corporate Seal)
Principal
By
Title
Surety
By
Title
Attach notary acknowledgment for all signatures and attorney-in-fact certificate for
signature by surety's representative)
Book One San Benancio/State Route 68 Intersection Improvements 548
CONTRACT NO. 10-111065
BIB]
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APPROPRIATE-U012
FINDINGS-U012
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ROUTE-U012
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AT-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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TO-U012
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AUTHORIZING-U012
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ADVERTISE-U012
NOTICE-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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LI21329-U03
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STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
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7/19/2010-U011
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68-U012
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MAKING-U012
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FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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C.-U012
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D.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
SIGN-U012
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E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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HEARING-U07
TO-U07
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TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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SAN-U012
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C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??-??COUNTY OF MONTEREY
PERFORMANCE BOND
WHEREAS, the County of Monterey has awarded to Principal,
as Contractor, a contract for the following project:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
CONTRACT NO. 10-111065
WHEREAS, Principal, as Contractor, is required to furnish a bond in connection with said
contract, to secure the faithful performance of said contract.
and
NOW, THEREFORE, we as Principal,
as Surety, are held and
firmly bound unto the County of Monterey, a political subdivision of the State of California
hereinafter called County"), in the penal sum of for
the payment of which sum in lawful money of the United States, well and truly to be made, we
bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT:
If the Principal, as Contractor, or Principal's heirs, executors, administrators, successors,
or assigns, 1) shall in all things stand to and abide by and well and truly keep and perform the
covenants, conditions, and agreements in said contract and any alteration thereof made as therein
provided, on Principal's part to be kept and performed, at the time and in the manner therein
specified and in all respects according to their true intent and meaning, and 2) shall defend,
indemnify and save harmless the County, the members of its board of supervisors, and its
officers, agents and employees as therein stipulated, then this obligation shall become null and
void; otherwise, it shall be and remain in full force and virtue.
Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition
to the terms of the contract or the call for bids, or to the work to be performed thereunder, or the
specifications accompanying the same, shall in any way affect its obligation under this bond, and
it does hereby waive notice of any such change, extension of time, alteration or addition to the
terms of said contract or the call for bids, or to the work, or to the specifications.
Whenever the Principal, as Contractor, is in default, and is declared in default, under the
contract by the County of Monterey, the County of Monterey having performed its obligation
under the contract, Surety may promptly remedy the default, or shall promptly:
1) Complete the contract in accordance with its terms or conditions, or
2) Obtain a bid or bids for submission to County of Monterey for completing the
contract in accordance with its terms or conditions, and upon determination by
County of Monterey and Surety of the lowest responsible and responsive bidder,
arrange for a contract between such bidder and County of Monterey, and make
available as work progresses even though there should be a default or a
succession of defaults under the contract or contracts of completion arranged
under this paragraph) sufficient funds to pay the cost of completion less the
Book One- San Benancio/State Route 68 Intersection Improvements 549
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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CONSIDER-U07
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MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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C.-U012
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APPROVING-U012
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ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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AT-U012
SAN-U012
BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??.??balance of contract price.
If suit is brought upon this bond by the County and judgment is recovered, the Surety shall
pay all litigation expenses incurred by the County in such suit, including attorney's fees, court
costs, expert witness fees and investigation expenses.
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under
their several seals this day of 20 the name and
corporate seal of each corporate party being hereto affixed and these presents duly signed by its
undersigned representative, pursuant to authority of its governing body.
Corporate Seal)
Corporate Seal)
Principal
By
Title
Surety
By
Title
Attach notary acknowledgment for all signatures and attorney-in-fact certificate for
signature by surety's representative)
Book One San Benancio/State Route 68 Intersection Improvements 550
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
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HEARING-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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VERONICA-U09
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CONSIDER-U012
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D.-U012
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OF-U012
PUBLIC-U012
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TO-U012
SIGN-U012
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E.-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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STATE-U07
300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
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AT-U012
SAN-U012
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B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
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10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
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ADVERTISE-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
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68-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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C.-U012
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APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??/??APPENDIX A REGULATORY PERMITS
Book One- San Benancio/State Route 68 Intersection Improvements A
CONTRACT NO. 10-111065
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
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BOOK ONE - CONTRACT NO. 10-11??0?? NOTEXTPAGE
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BOOK ONE - CONTRACT NO. 10-11??1??n
AGREEMENT
RESOURCES AGE-NCY
CALIFORNIA
IM. DEPARTMENT
ffl,'R FISH&GAME
California Fish and Game Code Section 1602
Stream Alteration Agreement No. 2009-0161-R4
El Toro Creek
Monterey County
Parties:
California Department of Fish and Game
Central Region
1234 East Shaw Avenue
Fresno, California 93710
Mr. Enrique Saavedra
County of Monterey
168 West Alisal Street
Salinas, California 93901.
|1013||1013||1013|
WHEREAS:
1. Mr. Enrique Saavedra, hereinafter referred to as the Operator"), on September 30, 2009,
notified Notification" No. 2009-0161-R4) the Department of Fish and Game Department")
of their intent to divert or obstruct the natural flow of, or change the bed or banks of, or use
materials from El Toro Creek in Monterey County, waters over which the Department asserts
jurisdiction pursuant to Division 2, Chapter 6 of the California Fish and Game Code.
2. The Operator may not commence any activity that is subject to Fish and Game Code
Sections 1600 et seq., until the Department has found that such Project shall not substantially
adversely affect an existing fish or wildlife resource or until the Department's proposals, or the
decisions of a panel of arbitrators, have been incorporated into such projects.
3. Fish and Game Code Sections 1600 et seq., make provisions for the negotiation of
agreements regarding the delineation and definition of appropriate activities, Project
modifications and/or specific measures necessary to protect fish and wildlife resources.
4. The Department has determined that without the mitigative features identified in this
Agreement, the activities proposed in the Notification could substantially adversely affect fish
and wildlife.
|1013|
Page 1 of 16
APPENDIX A REGULATORY PERMITS, Page 1 of 76
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
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BOOK ONE - CONTRACT NO. 10-11??2??7
NOW THEREFORE, IT IS AGREED THAT:
1. The receipt of this document Agreement"), by the Operator, satisfies the Department's
requirement to notify the Operator of the existence of an existing fish and wildlife resource that
may be substantially adversely affected by the Project that is described in the Notification.
2. The contents of this Agreement constitute the Department's proposals as to measures
necessary to protect fish and wildlife resources, and satisfy the Department's requirement to
submit these proposals to the Operator.
3. The signature of the Operator's representative on this Agreement constitutes the Operator's
commitment to incorporate the Department's proposals into the Project described in the
Notification.
C
4. This Agreement does not exempt the Operator from complying with all other applicable
local, State and Federal law, or other legal obligations.
5. This Agreement, alone, does not constitute or imply the approval or endorsement of a
Project, or of specific Project features, by the Department of Fish and Game, beyond the
Department's limited scope of responsibility, established by Code Sections 1600 et seq. This
Agreement does not therefore assure concurrence, by the Department, with the issuance of
permits from this or any other agency. Independent review and recommendations shall be
provided by the Department as appropriate on those projects where local, State or Federal
permits or environmental reports are required.
6. This Agreement does not authorize the take" defined in Fish and Game Code Section 86
as hunt, pursue, catch, capture, or kill; or attempt to hunt, pursue, catch, capture, or kill) of
State-listed threatened or endangered species. If the Operator, in the performance of the agreed
work, discovers the presence of a listed species in the Project work area, work shall stop
immediately. The Operator shall not resume activities authorized by this Agreement until such
time as valid take" permits are obtained from the Department pursuant to Fish and Game Code
Sections 2081(a) and 2081(b), as appropriate.
C
7. To the extent that Provisions of this Agreement provide for the diversion of water, they are
agreed to with the understanding that Operator possesses the legal right to so divert such water.
8. To the extent that the Provisions of this Agreement provide for activities that require the
Operator to trespass on another owner's property, they are agreed to with the understanding that
the Operator possesses the legal right to so trespass.
9. To the extent that the Provisions of this Agreement provide for activities that are subject to
the authority of other public agencies, said activities are agreed to with the understanding that all
appropriate permits and authorizations shall be obtained prior to commencing agreed activities.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 2 of 16
|1013|
APPENDIX A REGULATORY PERMITS, Page 2 of 76
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BOOK ONE - CONTRACT NO. 10-11??3??10. All Provisions of this Agreement remain in force throughout the term of the Agreement.
Any Provision of the Agreement may be amended at any time, provided such amendment is
agreed to in writing by both parties. Mutually approved amendments become part of the original
Agreement and are subject to all previously negotiated Provisions. The Agreement may be
terminated by either party, subject to 30 days written notification.
11. The Operator shall provide a copy of the Agreement to the Project supervisors and all
contractors and subcontractors. Copies of the Agreement shall be available at work sites during
all periods of active work and shall be presented to Department personnel upon demand.
12. The Operator agrees to provide the Department access to the Project site at any time to
ensure compliance with the terms, conditions, and Provisions of this Agreement.
13. The Operator and any contractor or subcontractor, working on activities covered by this
Agreement, are jointly and separately liable for compliance with the Provisions of this
Agreement. Any violation of the Provisions of this Agreement is cause to stop all work
immediately until the problem is reconciled. Failure to comply with the Provisions and
requirements of this Agreement may result in prosecution.
14. The Operator assumes responsibility for the restoration of any fish and wildlife habitat
which may be impaired or damaged either directly or, incidental to the Project, as a result of
failure to properly implement or complete the mitigative features of this Agreement, or from
activities which were not included in the Operator's Notification.
15. It is understood that the Department enters into this Agreement for purposes of establishing
protective features for fish and wildlife, in the event that a Project is implemented. The decision
to proceed with the Project is the sole responsibility of the Operator, and is not required by this
Agreement. It is agreed that all liability and/or incurred costs, related to or arising out of the
Operator's Project and the fish and wildlife protective conditions of this Agreement, remain the
sole responsibility of the Operator. The Operator agrees to hold harmless and defend the
Department of Fish and Game against any related claim made by any party or parties for personal
injury or other damage.
16. The terms, conditions, and Provisions contained herein constitute the limit of activities
agreed to and resolved by this Agreement. The signing of this Agreement does not imply that the
Operator is precluded from doing other activities at the site. However, activities not specifically
agreed to and resolved by this Agreement are subject to separate notification pursuant to Fish and
Game Code Sections 1600 et seq.
California Environmental Quality Act CEQA) Compliance: In approving this Agreement,
the Department is independently required to assess the applicability of CEQA. The features of
this Agreement shall be considered as part of the overall Project description.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 3 of 16
APPENDIX A REGULATORY PERMITS, Page 3 of 76
|1013|
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BOOK ONE - CONTRACT NO. 10-11??4??C
The Operator's concurrence signature on this Agreement serves as confirmation to the
Department that the activities that shall be conducted under the terms of this Agreement are
consistent with the Project described in the CEQA Mitigated Negative Declaration and Notice of
Determination titled State Route 68/San Benancio Road Intersection Improvement Project"
State Clearinghouse Number 2008121039) that was filed with the State Clearinghouse on
December 9, 2008, by the California Department of Transportation as the Lead Agency. A copy
of this document was provided with the Section 1602 Notification.
The Department, as a CEQA Responsible Agency, shall make findings and submit a Notice of
Determination to the State Clearinghouse upon signing this Agreement.
This Agreement contains a Monitoring and Reporting Program MRP), to incorporate monitoring
and reporting requirements for the activities authorized in this Agreement.
C
Project Location: The work authorized by this Agreement will occur within or adjacent to Toro
Creek in San Luis Obispo County, California. More specifically, work will occur at the
intersection of State Route 68 and San Benancio Road, approximately 10 miles west of the City
of Salinas Township 15S, Range 2E, Section 11, MDB&M, APNs 161-011-078, 161-061-003,
State Route 68 right-of-way, and San Benancio Road right-of-way) Figure 1). Unless changes
are submitted and approved by the Department, the Project shall be built in the location indicated
on the maps/drawings that were submitted with the Notification.
Project Description: The Operator's Notification includes Fish and Game Notification Form
FG2023, maps and other submitted information. The Notification comprises the Operator's
Project description, and it is used as the basis for establishing the protective Provisions that are
included in this Agreement. Any changes or additions to the Project as described in the
Notification shall require additional consultation and protective Provisions. The Department's
CEQA Determination is based upon the Operator's commitment to full implementation of the
Provisions of this Agreement.
The proposed Project would widen the bridge over El Toro Creek by approximately 24 feet to
include two 2) new lanes. To accommodate the widened bridge, one 1) concrete abutment
would be built on each side of the stream channel next to the existing abutments. Rock slope
protection RSP) would be installed to protect the abutments during high flows. On State Route
68, the highway would be widened on both sides to provide for a second-west to southbound left
turn lane. Retaining walls would be built along both sides of State Route 68 to allow for the new
lanes. Concrete or rock-lined swales would be built to convey runoff water from the roads, and
one 1) culvert may be extended with an energy dissipation pad built at the outlet.
Approximately 0.50 acre and 0.15 acre of riparian habitat would be temporarily and permanently
impacted, respectively, including removal of arroyo willow, coast live oak, western sycamore,
and elderberry. Upon completion, of construction, the site would be stabilized using generally
accepted erosion and sediment control practices and revegetated to mitigate for the loss of trees
and other vegetation.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 4 of 16
APPENDIX A REGULATORY PERMITS, Page 4 of 76
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BOOK ONE - CONTRACT NO. 10-11??5??Figure 1
Department of Fish and Game
Conservation Planning GIS
Central Region
USGS Quad
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BOOK ONE - CONTRACT NO. 10-11??6?? The following bulleted activities are authorized by this Agreement:
Install one 1) concrete bridge abutment and rock slope protection on each side of El
Toro Creek, adjacent to existing abutments, to support the widened bridge.
Construct retaining walls along the south side of Highway 68 and both sides of San
Benancio Road near the El Toro Creek bridge to accommodate new traffic lanes.
Construct concrete or rock and vegetation lined swales and extend one 1) culvert on
the south side of State Route 68 to carry storm water from the roads to the stream
channel.
Temporarily impact approximately 0.50 acres of wetland habitat and revegetating the
area upon completion of construction.
Use equipment such as backhoes, excavators, graders, concrete trucks, and similar
equipment during construction activities at the site.
Implement erosion and sediment prevention measures and revegetate the site after
completion of excavation.
Plant and Animal Species of Concern: This Agreement is intended to avoid, minimize, and
mitigate adverse impacts to the fish and wildlife resources that occupy the area of El Toro Creek,
and the immediate adjacent riparian habitat. The protective measures described in this
Agreement must be implemented in order to avoid impacts, within the area covered by this
Agreement, to the following species: the Federal threatened California red-legged frog Rana
aurora draytonii), State species of concern Western pond turtle Clemmys marmorata), bat
species, CNPS species Congdon's tarplant Centromadia parryi ssp. congdonii), and CNPS
species Carmel Valley bush-mallow Malacothamnuspalmeri var. involucratus), as well as the
other birds, mammals, fish, reptiles, amphibians, invertebrates and plants that comprise the local
riparian ecosystem. Departmental files contain lists of species that could be subject to potential
generated impacts from this Project.
GENERAL MEASURES FOR PROTECTION OF BIOLOGICAL RESOURCES
1. Agreed activities within the streams may commence after protective features are
implemented. This Agreement shall take effect on the date it is signed by the Department and
shall remain in effect until December 31, 2014. If the Project is not completed prior to the
expiration date defined above, the Operator shall contact the Department to negotiate a new
expiration date and any new requirements.
2. When known, the Operator shall provide a construction/work schedule to the Department.
The construction schedule shall either be mailed to the Central Region office at 1234 East Shaw
Avenue, Fresno, California 93710, Attention: Stream Alteration Program, or faxed to
559) 243-4594. Refer to Notification 2009-0161-R4 when notifying the Department. The
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 6 of 16
APPENDIX A REGULATORY PERMITS, Page 6 of 76
|1013|
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BOOK ONE - CONTRACT NO. 10-11??7??1
|1013|
names, phone numbers, cellular phone numbers, pager numbers of key personnel shall be
included in this notification.
3. Prior to starting any activity within the stream, all workers shall have received training from
the Operator on the contents of this Agreement, the resources at stake, and the legal
consequences of non-compliance.
4. The stream bed and any disturbed banks shall be fully restored upon completion of
construction. Vegetation in the vicinity of the site shall not be disturbed during construction
activities.
5. This Agreement does not allow for the take," or incidental take," of any State- or Federal-
listed threatened or endangered species.
6. The Operator affirms that no take" of listed species will occur as a result of this Project
and will take prudent measures to ensure that all take" is avoided. The Operator
acknowledges that they fully understand that they do not have State incidental take"
authority. If any State- or Federal-listed threatened or endangered species occur within the
proposed work area or could be impacted by the work proposed, and thus taken" as a result of
Project activities,: the Operator is responsible for obtaining and complying with required State
and Federal threatened and endangered species permits or other written authorization before
proceeding with this Project.
7. Liability for any take," or incidental take," of such listed species remains the separate
responsibility of the Operator for the duration of the Project.
8. The Operator shall immediately notify the Department of the discovery of any such rare,
threatened, or endangered species prior to and/or during construction.
9. If construction is scheduled to occur during the nesting season of February 15 to August 1,
preconstruction surveys shall be conducted by a qualified biologist to determine the presence of
nesting birds in the riparian zone. If active raptor nests are found to be present, construction
within 100 yards of the active nests shall be delayed until the qualified biologist determines that
the young have fledged. If active nests of non-raptor species are found to be present,
construction within 25 yards of the active non-raptor nests shall be delayed until the qualified
biologist determines that the young have fledged.
10. All litter, construction debris, and waste shall be picked up daily and properly disposed of
at an appropriate site. During all activities at Project work sites, all trash that may attract
predators shall be properly contained, removed from the work site, and disposed of regularly.
Following construction, all trash and construction debris shall be removed from work areas.
11. No pets shall be allowed at the Project site.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 7 of 16
APPENDIX A REGULATORY PERMITS, Page 7 of 76
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BOOK ONE - CONTRACT NO. 10-11??8??12. Building materials and/or construction equipment shall not be stockpiled or stored where
they could be washed into the water or where they will cover aquatic or riparian vegetation.
|1013||1013||1013||10 13|
10
11
12
13
14
15
16
17
18
19
13. The number of access routes, number and size of staging areas, and the total area of the
work site activity shall be limited to the minimum necessary to complete the restoration action.
Any equipment entering the active stream e.g., in the process of installing a coffer dam) shall be
preceded by an individual on foot to displace wildlife and prevent them from being crushed.
To avoid any potential for negative impacts to listed species, the following measures shall be
implemented:
California Red-Lemed Frog Rana aurora draytonii)
14. Construction shall occur between April 15 and October 31. After October 31, construction
activities may be extended on a day-to-day basis by contacting Mr. Mike Hill at 805) 471-7222
or the Central Region office at 559) 243-4014, extension 240. No construction activities shall
occur following the first significant rainfall after October 31. For purposes of this Agreement,
significant rainfall" is defined as rainfall totaling one-quarter of one inch 1/4 inch) of rain in
any 24-hour period.
20 15. Prior to the start of construction, the Project limits shall be clearly marked using flagging,
21 temporary construction fencing,- or other suitable and visible means. Construction personnel and
22 equipment shall not enter areas outside the Project limits.
23
24 16. An Emergency Response Plan shall be prepared prior to the start of construction and kept
25 on-site during all phases of construction. The Plan shall identify the actions that shall be taken in
26 the event of a spill of petroleum products, contaminated soil, or other material harmful to fish,
27 plants, or aquatic life. Emergency response materials shall be kept at the site and readily
28 available to allow rapid containment and cleanup of any spilled material. Within 24 hours of any
29 hazardous material spill, including but not limited to petroleum products, the Operator shall
30 contact Mr. Mike Hill by calling 805) 471-7222 and the Department's Central Region by calling
31 559) 243-4014, extension 240.
32
33 17. The Project site has been identified as an area that is potentially inhabited by the California
34 red-legged frog. The Operator is required to comply with all applicable State and Federal laws,
35 including the California and Federal Endangered Species Acts. This Agreement does not
36 authorize the take" of any State- or Federal- listed species. Liability for any take" or
37 incidental take" of such listed species remains the responsibility of the Operator for the duration
38 of the Project. Any unauthorized take" of such listed species may result in prosecution and
39 nullification of the Agreement.
40
41 18. Prior to construction, a qualified biologist shall conduct training sessions to familiarize all
42 construction, personnel with identification of southern steelhead and California red-legged frogs,
Agreement No. 2009-0161-R4
W. Enrique Saavedra
El Toro Creek
Monterey County
Page 8 of 16
APPENDIX A REGULATORY PERMITS, Page 8 of 76
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BOOK ONE - CONTRACT NO. 10-11??9??their habitat, general Provisions and protections afforded by the Endangered Species Act,
measures implemented to protect southern steelhead and California red-legged frogs, and a
review of the Project boundaries. During construction, a qualified biologist shall monitor
construction activities including, but not limited to, excavation of the sites, installation and
removal of diversion structures, and sediment/erosion control devices.
19. To minimize the possibility of injuring California red-legged frogs and other wildlife,
herbaceous and small shrubby vegetation within the Project boundaries that would be disturbed
by subsequent Project activities shall be removed by hand prior to the use of heavy equipment or
machinery. Bullfrogs and exotic crayfish that are observed during the Project shall be captured
and permanently removed from the wild. All trash shall be removed from the site daily to avoid
attracting potential predators to the site. No pets shall be permitted to be at the site during
construction.
20. Within 48 hours prior to construction, the Project site shall be surveyed for California red-
legged frogs by a qualified biologist. If any California red-legged frogs are found, work shall not
start until the U.S. Fish and Wildlife Service has been contacted and has given approval for work
to continue. If any California red-legged frogs are found, the Department of Fish and Game shall
be contacted within. 24 hours at 805) 471-7222.
21. Any disturbed banks shall be fully restored upon completion of construction. Revegetation
shall be done using locally obtained native species. Planting techniques can include seed casting,
hydroseeding, or live planting methods using the techniques in Part XI of the California
Salmonid Stream Habitat Restoration Manual. The most current version of the manual is
available at: http://www.dfg.ca.gov/habitats.
Congdon's Tarplant Centromadia parrpi ssp. conbdonia') and Cannel Valley Bush-Mallow
Malacothamnus Palmeri var. involucratus)
22. Prior to construction, surveys shall be conducted by a qualified biologist or botanist to
determine the presence of sensitive plants, including but not limited to Congdon's tarplant and
Carmel Valley bush-mallow. If any CNPS-listed or other sensitive plant species are observed,
the location shall be clearly marked to avoid potential impact to the plants. If impact cannot be
avoided, the plants shall be salvaged and stored until they can be replanted in or adjacent to the
Project location.
RIPARIAN VEGETATION
23. The Operator shall retain riparian vegetation, including trees and brush, to the maximum
extent feasible, emphasizing shade production and bank stabilization at the site. Prior to
construction, all trees to be removed shall be clearly marked using flagging or other highly
visible methods. Only trees marked for removal shall be removed. To the maximum extent
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 9 of 16
APPENDIX A REGULATORY PERMITS, Page 9 of 76
I
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IN-U012
CALIFORNIAN-U012
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17,-U012
2011-U012
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2011,-U012
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BOOK ONE - CONTRACT NO. 10-11??:??possible, trees to be removed shall be cut at or within 6-inches of ground level and the roots left
intact to stabilize the soil.
41
42
43
44
45
24. The Operator shall use Project designs and access points that minimize riparian disturbance
without affecting less stable areas, which may increase the risk of channel instability.
25. All coast live oak trees that are removed shall be replaced in-kind at a minimum ratio of not
less than 6:1 using locally obtained stock. Arroyo willows greater than 6-inches diameter at
breast height DBH) and all other trees greater than 4-inches DBH shall be replaced in-kind at a
minimum ratio of 3:1 using locally obtained stock. Upon completion of construction, all
disturbed areas shall be revegetated to mitigate for loss of riparian and upland habitat.
26. Disturbance or removal of vegetation shall not exceed the minimum necessary to complete
operations. The Project boundaries shall be clearly marked using flagging or other appropriate
means. After completion of construction all flagging or other boundary markings shall be
removed from the site.
27. All invasive exotic plant species shall be removed from the Project site. Any Vinca, Cape
or German ivy, Castor bean, Arundo, or other exotic plant species shall be bagged and
appropriately disposed of in a landfill. Exotic species shall not be used in composting or left
otherwise exposed in or around the Project site. Heavy equipment and other machinery shall be
inspected for the presence of undesirable species prior to on-site use and cleaned to reduce the
risk of introducing exotic plant species into the Project site.
HAZARDS AND HAZARDOUS MATERIALS
28. All contaminated soil and water shall be contained and disposed of at an appropriate facility
licensed to accommodate such contaminants. In no case shall contaminated soil be used for
backfill or other purposes, and in no case shall contaminated soil or water be placed where it may
enter Waters of the State".
29. All heavy equipment used at the Project site shall be maintained be in proper working
condition and shall be free of drips and leaks of coolant and petroleum products. No equipment
shall be used on the site unless such equipment is free of leaks and drips.
30. Staging/storage areas for equipment, materials, fuels, lubricants and solvents, shall be
located outside of the stream's high water channel and associated riparian area. Stationary
equipment such as motors, pumps, generators, compressors, and welders, located within the dry
portion of the stream channel or adjacent to the stream shall be positioned over drip-pans.
Vehicles and equipment shall be moved out of the normal high water area of the stream prior to
refueling and lubricating.
31. All fueling and maintenance of vehicles, other equipment, and staging/storage areas shall
be located at least 50 feet from any riparian habitat or water body. The Operator shall ensure
contamination of habitat does not occur during such operations.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 10 of 16
APPENDIX A REGULATORY PERMITS, Page L of 76
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BOOK ONE - CONTRACT NO. 10-11??;??132. All equipment operators shall be trained in the procedures to be taken should an accident
occur. Prior to the commencement of work, the Operator shall provide the Department with a
Plan allowing for prompt and effective response to any accidental spills. All workers shall be
informed of the importance of preventing spills and of the appropriate measures to take should a
spill occur.
33. All activities performed in or near a stream shall have absorbent materials designed for spill
containment and cleanup at the activity site for use in case of an accidental spill. Any equipment
or vehicles driven and/or operated within or adjacent to the stream shall be checked and
maintained daily, to prevent leaks or materials that if introduced to water could be deleterious to
aquatic life.
34. Debris, soil, silt, bark, rubbish, creosote-treated wood, raw cement/concrete or washings
thereof, asphalt, paint or other coating material, oil or other petroleum products, or any other
substances which could be hazardous to aquatic life, resulting from Project-related activities,
shall be prevented from contaminating the soil and/or entering the Waters of the State". Any of
these materials, placed within or where they may enter a stream or lake, by Operator or any party
working under contract, or with the permission of the Operator, shall be removed immediately.
WATER QUALITY
35. Work shall be conducted during the period of lowest flow in the stream channel.
36. If the Project site must be dewatered during construction activities, any muddy or otherwise
contaminated water shall be pumped to an upland area located outside the stream channel where
the water can clear prior to re-entering the stream.
37. If any power or utility poles are replaced or relocated, they shall be replaced using steel
posts. Any removed posts containing creosote, arsenic, or other toxic materials shall be removed
from the Project site and disposed of at a facility specifically licensed to accept such materials.
38. Effective erosion and sediment control measures shall be in place at all times during
construction. Project activities shall not begin until all temporary erosion and sediment controls
are installed throughout the Project site. Erosion and sediment control measures shall be
inspected not less than once weekly and shall be maintained in proper functioning condition
throughout construction. If erosion and sediment control measures are found to be in need of
repair or not in proper working order for any reason, construction shall immediately cease until
the measures are repaired.
39. Concrete or rock and vegetation-lined swales maybe built to convey runoff from the road
surface to the stream channel. It is recommended that tock and vegetation swales be used instead
of concrete. If rock and vegetation swales are used, vegetation shall consist of native vegetation
appropriate for the site, such as but not limited to California blackberry Rubus ursinus), creeping
wild rye Leymus triticoides), or other suitable species. If concrete is used, all concrete shall be
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 11 of16
APPENDIX A REGULATORY PERMITS, Page of 76
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FO85769-U03
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BOOK ONE - CONTRACT NO. 10-11???isolated for a minimum of 30 days following construction to prevent water from flowing from the
concrete into the stream channel.
19
20
21
22
23
24
25
26
27
40. Rock slope protection may be installed adjacent to the new abutments along the bank of El
Toro Creek, and an RSP energy dissipater pad shall be installed at the outlet of the extended
culvert. All RSP shall be keyed into the soil and shall be of sufficient size to withstand
anticipated flows without being dislodged. Geotextile fabric shall be placed under any RSP to
prevent fine sediments from entering the stream channel. Fine sediment" is defined as material
that is able to pass through a #20 Standard Test Sieve.
41. Upon Project completion, all exposed soil present in and around the Project site shall be
permanently stabilized within seven 7) calendar days using generally accepted erosion and
sediment control measures.
42. Adequate erosion control supplies shall be kept at all restoration sites to ensure sediment is
kept out of water bodies. Erosion control measures shall be utilized throughout all phases of
operation where sediment runoff from exposed slopes threatens to enter Waters of the State".
At no time shall silt laden runoff be allowed to enter the stream or be placed where it may enter
the stream.
43. All imported fill material shall be clean and free of pollutants.
SITE RESTORATION
44. Restoration measures shall commence immediately upon completion of the construction
activities. All areas temporarily disturbed shall be returned to pre-Project conditions.
45. Restoration shall include the revegetation of all disturbed soils and access routes to the
Project site using riparian vegetation or other plants as appropriate. The Operator shall prepare a
Revegetation Plan for the site and submit the Plan to the Department prior to the onset of
construction activities. At a minimum, the Plan shall include the following:
1 Replacement of all coast live oak trees regardless of size at a ratio of not less than 6:1,
and replacement at a minimum ratio of not less than 3:1 for all arroyo willow trees of
six 6) inches DBH for four 4) inches DBH for all other trees. All trees shall be
replaced using in-kind and locally obtained stock.
2. Describing how, where, and when replacement vegetation shall be planted.
3. Riparian species shall be replaced in-kind and at a ratio of not less than 2:1 in the area
of disturbance.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
EI Toro Creek
Monterey County
Page 12 of 16
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??=??2
|1013||1013||1013||1013||1013|
20
21
C
4. Seeding and mulching exposed upland areas including the access road to the site,
using native grasses and forbs, with seeding to be completed as soon as possible
following completion of construction but no later than November 15 of the year that
construction ends.
46. The Project site shall be.monitored and maintained for three 3) years following completion
of construction to ensure a survival rate of at least 50 percent for replanted vegetation. If a
50 percent success rate is not realized at the end of three 3) years, additional planting shall be
required and monitoring and maintenance shall be continued until the 50 percent success rate is
achieved. At the end of the three 3) year monitoring period, the applicant shall provide a written
report to the Department describing the number and species of trees and other plants planted, the
survival rate of the vegetation, and any remedial measures necessary. Restoration shall include
the revegetation of stripped or exposed areas. All planting shall be done at an appropriate time to
take advantage of the winter rainy season.
47. The Operator shall submit an annual Restoration Monitoring Report as provided in the
Monitoring and Reporting Program" below.
GENERAL MEASURES
48. A copy of this Agreement shall be kept on-site at all times during construction and until the
Project is complete.
49. If in the opinion of the Department, conditions arise, or change, in such a manner as to be
considered deleterious to the stream or wildlife, operations shall cease until corrective measures
approved by-the Department are implemented.
50. To modify, amend, or renew the Agreement beyond the expiration date, a written request
for a renewal must be submitted to the Department Stream Alteration Program, 1234 East Shaw
Avenue, Fresno, California 93710) for consideration prior to the Agreement expiration date.
Fees for modifications, amendments, and renewals can be obtained at www.dfg.ca.gov/l 600 or
by phone at 559) 243-4014, extension 230. Modifications, amendments, and renewals of the
original Agreement are issued at the discretion of the Department.
MONITORING AND REPORTING PROGRAM MRP):
PURPOSE
The purpose of the MRP is to ensure that the protective measures required by the Department are
properly implemented, and to monitor the effectiveness of those measures.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 13 of 16
C. APPENDIX A REGULATORY PERMITS, Page 13 of 76
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BOOK ONE - CONTRACT NO. 10-11??>??OBLIGATIONS OF THE OPERATOR
The Operator shall have primary responsibility for monitoring compliance with all protective
measures included as Provisions" in this Agreement. Protective measures must be implemented
within the time periods indicated in the Agreement and the program described below. The
Operator shall submit the following Reports to the Department:
A construction schedule Provision 2).
An Emergency Response Plan Provision 16).
If necessary, a Pre-Construction biological survey and report if sensitive species are found
Provision 20).
Revegetation Plan Provision 45).
A Final. Project Report to be submitted within 30 days after the Project-construction is
completed. The final report shall summarize the Project-construction, including any
problems relating to the protective measures of this Agreement. Before and after" photo
documentation of the Project site shall be required.
An Annual Report with respect to revegetatioii shall be submitted within 30 days of the end
of each calendar year for three 3) years Provision 47). Photo documentation shall be part
of the Annual Report.
A Project Report submitted within 30 days of each anniversary date of the Department
representative's signature on this Agreement. The report to include an assessment of the
effectiveness of the mitigation features that were implemented and recommendations, if
any, for improving the effectiveness of mitigation measures. The Operator's monitoring of
the revegetation effort shall commence immediately following the first planting.
Monitoring of revegetation shall continue for two 2) years after seeding and planting the
site. Before and after" photo documentation of the Project site shall be required.
In addition to the above monitoring and reporting requirements, the Department requires as part
of the MRP that the Operator:
Immediately notify the Department in writing if monitoring reveals that any of the
protective measures were not implemented during the period indicated in this program, or if
it anticipates that measures shall not be implemented within the time period specified.
Immediately notify the Department if any of the protective measures are not providing the
level of protection that is appropriate for the impact that is occurring, and
recommendations, if any, for alternative mitigation measures.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 14 of 16
APPENDIX A REGULATORY PERMITS, Page 1 of 76
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U02
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7/19/2010-U011
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11?????VERIFICATION OF COMPLIANCE:
51. The Department shall verify compliance with management compliance measures to ensure
the accuracy of the Operator's monitoring and reporting efforts. The Department may, at its sole
discretion, review relevant Project documents maintained by the Operator, interview the
Operator's employees and agents, inspect the Project area, and take other actions to assess
compliance with or effectiveness of management compliance measures for the Project.
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 15 of 16
APPENDIX A REGULATORY PERMITS, Page 15' of 76
I
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IN-U012
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ON-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??@??CONCURRENCE:
APPROVED BY THE CALIFORNIA DEPARTMENT OF FISH AND GAME
on 2010.
Jeffrey\R. Pingle, Ph.D.
Regional Manager
Central Region
ACKNOWLEDGMENT
The undersigned acknowledges receipt of this Agreement and, by signing, accepts and agrees to
comply with all terms and conditions contained herein. The undersigned also acknowledges that
adequate funding shall be made available to implement the measures required by this Agreement.
Date: 2` 2,
Agreement No. 2009-0161-R4
Mr. Enrique Saavedra
El Toro Creek
Monterey County
Page 16 of 16
APPENDIX A REGULATORY PERMITS, Page 1(p of 76
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BOOK ONE - CONTRACT NO. 10-11??A??Regulatory Division
NOV022009
SUBJECT: File Number 2007-400399S
Mr. Enrique Saavedra
County of Monterey
c/o Namat Hosseinion, Dokken Engineering
2365 Iron Point Road, Suite 200
Folsom, California 95630
Dear Mr. Saavedra:
RECEIVED
NOV 0 5 2009
This letter is written in response to the September 28, 2009 submittal by Dokken
Engineering, on your behalf, concerning Department of the Army re-authorization to construct a
new bridge pier in El Toro Creek in conjunction with the project to widen the bridge and
improve the intersection of State Route SR) 68 and San Benancio Road, halfway between the
Cities of Salinas and Monterey, Monterey County, California. This action would result in the
permanent fill of approximately 0.0002 acres of waters of the U.S. The original authorization for
this project, issued December 18, 2007, will expire on December 18, 2009. The project has not
changed since the original authorization.
Based on a review of the information you submitted, your project qualifies for authorization
under Department of the Army Nationwide Permit 14 Linear Transportation Projects 72 Fed.
Reg. 11092, March 12, 2007), pursuant to Section 404 of the Clean Water Act 33 U.S.C.
Section 1344). See Enclosure 1. All work shall be completed in accordance with the plans and
drawings titled SR-68/San Benancio Road Intersection Improvement Project Features"
included in Figures 2A and 2B of the original application package submitted in 2007.
The project must be in compliance with the General Conditions cited in Enclosure 2 for.this
Nationwide Permit authorization to remain valid. Non-compliance with any condition could
result in the suspension, modification or revocation of the authorization for your project, thereby
requiring you to obtain an Individual Permit from the Corps. This Nationwide Permit
authorization does not obviate the need to obtain other State or local approvals required by law.
This authorization will remain valid for two years from the date of this letter, unless the
Nationwide Permit is suspended, modified or revoked. If you have commenced work or are
under contract to commence work prior to the suspension, or revocation of the Nationwide
Pen-nit and the project would not comply with the resulting Nationwide Permit authorization, you
have twelve 12) months from that date to complete the project under the present terms and
conditions of the Nationwide Permit. Upon completion of the project and all associated
mitigation requirements, you shall sign and return the Certification of Compliance, Enclosure 3,
verifying that you have complied with the terms and conditions of the permit.
DEPARTMENT OF THE ARMY
SAN FRANCISCO DISTRICT, CORPS OF ENGINEERS
1455 MARKET STREET
SAN FRANCISCO, CALIFORNIA 94105-2197
APPENDIX A REGULATORY PERMITS, Page J of 76
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BOOK ONE - CONTRACT NO. 10-11??B??2-
This authorization will not be effective until you have obtained a Section 401 water quality
certification from the Central Coast Regional Water Quality Control Board RWQCB). If the
RWQCB fails to act on a valid request for certification within two 2) months after receipt of a
complete application, the Corps will presume a waiver of water quality certification has been
obtained. You shall submit a copy of the certification to the Corps prior to the commencement of
work.
To ensure compliance with this Nationwide Permit authorization, the following special
conditions shall be implemented:
1. This Corps permit does not authorize you to take an endangered species. In order to
legally take a listed species, you must have a separate authorization under the
Endangered Species Act ESA) e.g., an ESA Section 10 permit or a Biological
Opinion BO) under ESA Section 7 with incidental take" provisions with which you
must comply). The enclosed U.S. Fish and Wildlife Service FWS) BO's dated
January 26, 1999 and November 26, 2007 contain mandatory terms and conditions to
implement the reasonable and prudent measures that are associated with incidental
take" that is also specified in the BO's. Your authorization under this Corps permit is
conditional upon your compliance with all of the mandatory terms and conditions
associated with incidental take authorized by the attached BO's, whose terms and
conditions are incorporated by reference in this permit. Failure to comply with the
terms and conditions associated with incidental take of the BO's, where a take of the
listed species occurs, would constitute an unauthorized take and it would also
constitute non-compliance with this Corps permit. The FWS is the appropriate
authority to determine compliance with the terms and conditions of its BO's and with
the ESA.
2. To avoid impacting the identified archeological site CA-MNT-4/267, all work
associated with this project along the northeast side of San Benancio Road, including
the temporary access road used to stage the pile driver and construct the bridge
falsework, must occur within the existing right-of-way, as outlined in the
Environmentally Sensitive Area ESA) Action Plan and Figure 5C Revised Project
Design Plans") contained in the Cultural Resources Summary Report dated March
2007.
APPENDIX A REGULATORY PERMITS, Page 18 of 76
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??C??3-
Should you have any questions regarding this matter, please call Greg Brown of our
Regulatory Division at 415-503-6791 or by email at gregory.g.brown(&usace.army.mil, Please
address all correspondence to the Regulatory Division and refer to the File Number at the head of
this letter. If you would like to provide comments on our permit review process, please complete
the Customer Survey Form available through the Forms and Contacts Block on our website:
www.spn.usace.army mil/regulatory.
Sincerely,
Jaannc M. flicks
Chief, Regulatory Division
Ln!clo arcs
Copies furnished w/o enclosures):
US FWS, Ventura, CA
CA RWQCB, San Luis Obispo, CA
APPENDIX A REGULATORY PERMITS, Page 19 of 76
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BOOK ONE - CONTRACT NO. 10-11??D??APPENDIX A REGULATORY PERMITS, Page 2 O of 76
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BOOK ONE - CONTRACT NO. 10-11??E??Regulatory Division
NOV 0 2 2009
SUBJECT: File Number 2007-400399S
Mr. Enrique Saavedra
County of Monterey
c/o Namat Hosseinion, Dokken Engineering
2365 Iron Point Road, Suite 200
Folsom, California 95630
Dear Mr. Saavedra:
RECEIVED
NOV 0 5 2299
This letter is written in response to the September 28, 2009 submittal by Dokken
Engineering, on your behalf, concerning Department of the Army re-authorization to construct a
new bridge pier in El Toro Creek in conjunction with the project to widen the bridge and
improve the intersection of State Route SR) 68 and San Benancio Road, halfway between the
Cities of Salinas and Monterey, Monterey County, California. This action would result in the
permanent fill of approximately 0.0002 acres of waters of the U.S. The original authorization for
this project, issued December 18, 2007, will expire on December 18, 2009. The project has not
changed since the original authorization.
Based on a review of the information you submitted, your project qualifies for authorization
under Department of the Army Nationwide Permit 14 Linear Transportation Projects 72 Fed.
Reg. 11092, March 12, 2007), pursuant to Section 404 of the Clean Water Act 33 U.S.C.
Section 1344). See Enclosure 1. All work shall be completed in accordance with the plans and
drawings titled SR-68/San Benancio Road Intersection Improvement Project Features"
included in Figures 2A and 2B of the original application package submitted in 2007.
The project must be in compliance with the General Conditions cited in Enclosure 2 for this
Nationwide Permit authorization to remain valid. Non-compliance with any condition could
result in the suspension, modification or revocation of the authorization for your project, thereby
requiring you to obtain an Individual Permit from the Corps. This Nationwide Permit
authorization does not obviate the need to obtain other State or local approvals required by law.
This authorization will remain valid for two years from the date of this letter, unless the
Nationwide Permit is suspended, modified or revoked. If you have commenced work or are
under contract to commence work prior to the suspension, or revocation of the Nationwide
Permit and the project would not comply with the resulting Nationwide Permit authorization, you
have twelve 12) months from that date to complete the project under the present terms and
conditions of the Nationwide Permit. Upon completion of the project and all associated
mitigation requirements, you shall sign and return the Certification of Compliance, Enclosure 3,
verifying that you have complied with the terms and conditions of the permit.
DEPARTMENT OF THE ARMY
SAN FRANCISCO DISTRICT, CORPS OF ENGINEERS
1455 MARKET STREET
SAN FRANCISCO, CALIFORNIA 94105-2197
APPENDIX A REGULATORY PERMITS, Page 2 of 76
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BOOK ONE - CONTRACT NO. 10-11??F??2-
This authorization will not be effective until you have obtained a Section 401 water quality
certification from the Central Coast Regional Water Quality Control Board RWQCB). If the
RWQCB fails to act on a valid request for certification within two 2) months after receipt of a
complete application, the Corps will presume a waiver of water quality certification has been
obtained. You shall submit a copy of the certification to the Corps prior to the commencement of
work.
To ensure compliance with this Nationwide Permit authorization, the following special
conditions shall be implemented:
1. This Corps permit does not authorize you to take an endangered species. In order to
legally take a listed species, you must have a separate authorization under the
Endangered Species Act ESA) e.g., an ESA Section 10 permit or a Biological
Opinion BO) under ESA Section 7 with incidental take" provisions with which you
must comply). The enclosed U.S. Fish and Wildlife Service FWS) BO's dated
January 26, 1999 and November 26, 2007 contain mandatory terms and conditions to
implement the reasonable and prudent measures that are associated with incidental
take" that is also specified in the BO's. Your authorization under this Corps permit is
conditional upon your compliance with all of the mandatory terms and conditions
associated with incidental take authorized by the attached BO's, whose terms and
conditions are incorporated by reference in this permit. Failure to comply with the
terms and conditions associated with incidental take of the BO's, where a take of the
listed species occurs, would constitute an unauthorized take and it would also
constitute non-compliance with this Corps permit. The FWS is the appropriate
authority to determine compliance with the terms and conditions of its BO's and with
the ESA.
2. To avoid impacting the identified archeological site CA-MNT-4/267, all work
associated with this project along the northeast side of San Benancio Road, including
the temporary access road used to stage the pile driver and construct the bridge
falsework, must occur within the existing right-of-way, as outlined in the
Environmentally Sensitive Area ESA) Action Plan and Figure 5C Revised Project
Design Plans") contained in the Cultural Resources Summary Report dated March
2007.
APPENDIX A REGULATORY PERMITS, Page 2 2 of 76
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24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??G??3-
Should you have any questions regarding this matter, please call Greg Brown of our
Regulatory Division at 415-503-6791 or by email at g e ory._ brown usace.army.mil. Please
address all correspondence to the Regulatory Division and refer to the File Number at the head of
this letter, If you would like to provide comments on our permit review process, please complete
the Customer Survey Form available through the Forms and Contacts Block on our website:
www.spn.usace.army.mil/reuulatory.
Sincerely,
Jane \/J. I licks
Chic Regulatory Division
Enclosure.:;
Copies furnished w/o enclosures):
UUS FWS, Ventura, CA
CA RWQCB, San Luis Obispo, CA
APPENDIX A REGULATORY PERMITS, Page 23 of 76
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BOOK ONE - CONTRACT NO. 10-11??H??APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??I??DEPARTMENT OF THE ARMY
SAN FRANCISCO DISTRICT, CORPS OF ENGINEERS
1455 MARKET STREET
SAN FRANCISCO, CALIFORNIA 94105-2197
Regulatory Branch
SUBJECT: File Number 400399S
Jeff Bray, LSA Associates
4200 Rocklin Rd, Suite 11B
Rocklin, California 95677
Dear Mr. Bray:
DEC 18 2007
This letter is written in response to your submittal of March 30, 2007 concerning Department
of the Army authorization to construct a new pier in El Toro Creek in conjunction with the
project to improve the intersection of State Route SR) 68 and San Benancio Road, halfway
between the Cities of Salinas and Monterey, Monterey County, California. This action would
result in the permanent fill of approximately 0.0002 acres of waters of the U.S.
Based on a review of the information you submitted, your project qualifies for authorization
under Department of the Army Nationwide Permit 14 Linear Transportation Projects 67 Fed.
Reg. 2020, January 15, 2002), pursuant to Section 404 of the Clean Water Act 33 U.S.C.
Section 1344). See Enclosure 1. All work shall be completed in accordance with the plans and
drawings titled SR-68/San Benancio Road Intersection Improvement Project Features"
included in Figures 2A and 2B of your application package.
The project must be in compliance with the General Conditions cited in Enclosure 2 for this
Nationwide Permit authorization to remain valid. Non-compliance with any condition could
result in the suspension, modification or revocation of the authorization for your project, thereby
requiring you to obtain an Individual Permit from the Corps. This Nationwide Permit
authorization does not obviate the need to obtain other State or local approvals required by law.
This authorization will remain valid for two years from the date of this letter, unless the
Nationwide Permit is suspended, modified or revoked. If you have commenced work or are
under contract to commence work prior to the suspension, or revocation of the Nationwide
Permit and the project would not comply with the resulting Nationwide Permit authorization, you
have twelve 12) months from that date to complete the project under the present terms and
conditions of the Nationwide Permit. Upon completion of the project and all associated
mitigation requirements, you shall sign and return the Certification of Compliance, Enclosure 3,
verifying that you have complied with the terms and conditions of the permit.
APPENDIX A REGULATORY PERMITS, Page L5- of 76
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BOOK ONE - CONTRACT NO. 10-11??J??2-
This authorization will not be effective until you have obtained a Section 401 water quality
certification from the Regional Water Quality Control Board RWQCB). If the RWQCB fails to
act on a valid request for certification within two 2) months after receipt of a complete
application, the Corps will presume a waiver of water quality certification has been obtained.
You shall submit a copy of the certification to the Corps prior to the commencement of work.
To ensure compliance with this Nationwide Permit authorization, the following special
conditions shall be implemented:
1. This Corps permit does not authorize you to take an endangered species. In order to
legally take a listed species, you must have a separate authorization under the
Endangered Species Act ESA) e.g., an ESA Section 10 permit or a Biological
Opinion BO) under ESA Section 7 with incidental take" provisions with which you
must comply). The enclosed U.S. Fish and Wildlife Service FWS) BO dated
November 26, 2007 contains mandatory terms and conditions to implement the
reasonable and prudent measures that are associated with incidental take" that is also
specified in the BO. Your authorization under this Corps permit is conditional upon
your compliance with all of the mandatory terms and conditions associated with
incidental take authorized by the attached BO, whose terms and conditions are
incorporated by reference in this permit. Failure to comply with the terms and
conditions associated with incidental take of the BO, where a take of the listed species
occurs, would constitute an unauthorized take and it would also constitute non-
compliance with this Corps permit. The FWS is the appropriate authority to
determine compliance with the terms and conditions of its BO and with the ESA.
2. To avoid impacting the identified archeological site CA-MNT-4/267, all work
associated with this project along the northeast side of San Benancio Road, including
the temporary access road used to stage the pile driver and construct the bridge
falsework, must occur within the existing right-of-way, as outlined in the
Environmentally Sensitive Area ESA) Action Plan and Figure 5C Revised Project
Design Plans") contained in the Cultural Resources Summary Report dated March
2007.
APPENDIX A REGULATORY PERMITS, Page 2-(a of 76
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BOOK ONE - CONTRACT NO. 10-11??K??3-
Should you have any questions regarding this matter, please call Greg Brown of our
Regulatory Branch at 415-503-6791. Please address all correspondence to the Regulatory Branch
and refer to the File Number at the head of this letter. If you would like to provide comments on
our permit review process, please complete the Customer Survey Form available through the
Forms and Contacts Block on our website: www.spn.usace.army.mil/regulatory.
Sincerely,
Enclosures
Copies furnished w/o enclosures):
Jane M. Hicks
Chief, Regulatory Branch
US FWS, Ventura, CA
CA RWQCB, San Luis Obispo, CA
Enrique Saavedra, Monterey County Dept. of Public Works, 168 West Alisal, 2nd Floor, Salinas,
CA, 93901
APPENDIX A REGULATORY PERMITS, Page 2-7 of 76
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BOOK ONE - CONTRACT NO. 10-11??L??Nationwide Permit 14 Linear Transportation Projects
Activities required for the construction, expansion, modification, or improvement of linear transportation projects e.g.,
roads, highways, railways, trails, airport runways, and taxiways) in waters of the United States. For linear transportation
projects in non-tidal waters, the discharge cannot cause the loss of greater than 12-acre of waters of the United
States. For linear transportation projects in tidal waters, the discharge cannot cause the loss of greater than 1/3-acre of
waters of the United States. Any stream channel modification, including bank stabilization, is limited to the minimum
necessary to construct or protect the linear transportation project; such modifications must be in the immediate vicinity
of the project. This NWP also authorizes temporary structures, fills, and work necessary to construct the linear
transportation project. Appropriate measures must be taken to maintain normal downstream flows and minimize
flooding to the maximum extent practicable, when temporary structures, work, and discharges, including cofferdams,
are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist
of materials, and be placed in a manner, that will not be eroded by expected high flows. Temporary fills must be
removed in their entirety and the affected areas returned to preconstruction elevations. The areas affected by
temporary fills must be revegetated, as appropriate. This NWP cannot be used to authorize non-linear features
commonly associated with transportation projects, such as vehicle maintenance or storage buildings, parking lots, train
stations, or aircraft hangars. Notification: The permittee must submit a pre-construction notification to the district
engineer prior to commencing the activity if: 1) The loss of waters of the United States exceeds 1/10 acre; or 2) there
is a discharge in a special aquatic site, including wetlands. See general condition 27.) Sections 10 and 404)
Note: Some discharges for the construction of farm roads or forest roads, or temporary roads for moving mining
equipment, may qualify for an exemption under Section 404(f) of the Clean Water Act see 33 CFR 323.4).
Federal Register/ Vol. 72, No. 471 Monday, March 12, 2007/ Notices 11191
APPENDIX A REGULATORY PERMITS, Page 2- 9 of 76
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BOOK ONE - CONTRACT NO. 10-11??M??Enclosure 2
Nationwide Permit General Conditions
Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as
appropriate,: in addition to any regional or case-specific conditions imposed by the division engineer or district engineer.
Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have
been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to
determine the status of Clean Water Act Section 401 water quality certification and/ or Coastal Zone Management Act
consistency for an NWP.
1. Navigation. a) No activity may cause more than a minimal adverse effect on navigation. b) Any safety lights and
signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the
permittee's expense on authorized facilities in navigable waters of the United States. c) The permittee understands
and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the
structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative,
said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural
work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United
States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species
of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the
activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow
conditions.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent
practicable. Activities that result in the physical destruction e.g., through excavation, fill, or downstream smothering by
substantial turbidity) of an important spawning area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory
birds must be avoided to the maximum extent practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly
related to a shellfish harvesting activity authorized by NWPs 4 and 48.
6. Suitable Material. No activity may use unsuitable material e.g., trash, debris, car bodies, asphalt, etc.). Material
used for construction or discharged must be free from toxic pollutants in toxic amounts see Section 307 of the Clean
Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply intake, except where the
activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization.
8. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic
system due to accelerating the passage of water, and/or restricting Its flow must be minimized to the maximum extent
practicable.
9. Management of Water Flows. To the maximum extent practicable, the preconstruction course, condition, capacity,
and location of open waters must be maintained for each activity, including stream channelization and storm water
management activities, except as provided below. The activity must be constructed to withstand expected high flows.
The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity
is to impound water or manage high flows. The activity may alter the preconstruction course, condition, capacity, and
location of open waters if it benefits the aquatic environment e.g., stream restoration or relocation activities).
10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-approved state or local
floodplain management requirements.
APPENDIX A REGULATORY PERMITS, Page"-.42- L?I of 76
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BOOK ONE - CONTRACT NO. 10-11??N??11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be
taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained
in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the
ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees
are encouraged to perform work within waters of the United States during periods of low-flow or no-flow.
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to
pre-construction elevations. The affected areas must be revegetated, as appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure
public safety.
15. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System, or in
a river officially designated by Congress as a study river" for possible inclusion in the system while the river is in an
official study status, unless the appropriate Federal agency with direct management responsibility for such river, has
determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study
status. Information on Wild and
Scenic Rivers may be obtained from the appropriate Federal land management agency in the area e.g., National Park
Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service).
16. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved
water rights and treaty fishing and hunting rights.
17. Endangered Species. a) No activity is authorized under any NWP which is likely to jeopardize the continued
existence of a threatened or endangered species or a species proposed for such designation, as identified under the
Federal Endangered Species Act ESA), or which will destroy or adversely modify the critical habitat of such species.
No activity is authorized under any NWP which may affect" a listed species or critical habitat, unless Section 7
consultation addressing the effects of the proposed activity has been completed. b) Federal agencies should follow
their own procedures for complying with the requirements of the ESA. Federal permittees must provide the district
engineer with the appropriate documentation to demonstrate compliance with those requirements. c) Non-federal
permittees shall notify the district engineer if any listed species or designated critical habitat might be affected or is in
the vicinity of the project, or if the project is located in designated critical habitat, and shall not begin work on the
activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is
authorized. For activities that might affect Federally-listed endangered or threatened species or designated critical
habitat, the pre-construction notification must include the name(s) of the endangered or threatened species that may
be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed
work. The district engineer will determine whether the proposed activity may affect" or will have no effect" to listed
species and?designated critical habitat and will notify the non-Federal applicant of the Corps' determination within 45
days of receipt of a complete pre-construction notification. In cases where the non-Federal applicant has identified
listed species or critical habitat that might be affected or is in the vicinity of the project, and has so notified the Corps,
the applicant shall not begin work until the Corps has provided notification the proposed activities will have no effect"
on listed species or critical habitat, or until Section 7 consultation has been completed. d) As a result of formal or
informal consultation with the FWS or NMFS the district engineer may add species specific regional endangered
species conditions to the NWPs. e) Authorization of an activity by a
NWP does not authorize the take" of a threatened or endangered species as defined under the ESA. In the absence
of separate authorization e.g., an ESA Section 10 Permit, a Biological Opinion with incidental take" provisions, etc.)
from the U.S. FWS or the NMFS, both lethal and non-lethal takes" of protected species are in violation of the ESA.
Information on the location of threatened and endangered species and their critical habitat can be obtained directly
from the offices of the U.S. FWS and NMFS or their world wide Web pages at http://www.fws.govl and
http://www.noaa.gov/fisheries.html respectively.
18. Historic Properties. a) In cases where the district engineer determines that the activity may affect properties listed,
or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of
Section 106 of the National Historic Preservation Act NHPA) have been satisfied. b) Federal permittees should follow
APPENDIX A REGULATORY PERMITS, Page 3 0 of 76
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BOOK ONE - CONTRACT NO. 10-11??O??their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act.
Federal permittees must provide the district engineer with the appropriate. documentation to demonstrate compliance
with those requirements. c) Non-federal permittees must submit a pre-construction notification to the district engineer
if the authorized activity may have the potential to cause effects to any historic properties listed, determined to be
eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously
unidentified properties. For such activities, the preconstruction notification must state which historic properties may be
affected by the proposed work or include a vicinity map indicating the location of the historic properties or the potential
for the presence of historic properties. Assistance regarding information on the location ofor potential for the presence
of historic resources can be sought from the State Historic Preservation Officer: or Tribal Historic Preservation Officer,
as appropriate, and the National Register of Historic Places see 33 CFR 330.4(g)). The district engineer shall make a
reasonable and good faith effort to carry out appropriate identification efforts, which may include background research,
consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted
and these efforts, the district engineer shall determine whether the proposed activity has the potential to cause an
effect on the historic properties. Where the non-Federal applicant has identified historic properties which the activity
may have the potential to cause effects and so notified the Corps, the non-Federal applicant shall not begin the activity
until notified by the district engineer either that the activity has no potential to cause effects or that consultation under
Section 106 of the NHPA has been completed. d) The district engineer will notify the prospective permittee within 45
days of receipt of a complete preconstruction notification whether NHPA Section 106 consultation is required. Section
106 consultation is not required when the Corps'determines that the activity does not have the potential to cause
effects on historic properties see 36 CFR 800.3(a)). If NHPA section 106 consultation is required and will occur, the
district engineer will notify the non-Federal applicant that he or she cannot begin work until Section 106.consultation is
completed. e) Prospective permittees should be aware that section 110k of the NHPA 16 U.S.C. 470h-2(k)) prevents
the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of
Section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would
relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after
consultation with the Advisory Council on Historic Preservation ACHP), determines that circumstances justify granting
such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the
assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances,
explaining the degree of damage to the integrity of any historic properties affected, and proposed mitigation, This
documentation must include any views obtained from the applicant, SHPOTTHPO, appropriate Indian tribes if the
undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and
other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties.
19. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries,
National Estuarine Research Reserves, state natural heritage sites, and outstanding national resource waters or other
waters officially designated by a state as having particular environmental or ecological significance and identified by
the district engineer after notice and opportunity for public comment. The district engineer may also designate
additional critical resource waters after notice and opportunity for comment. a) Discharges of dredged or fill material
into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49,
and 50 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters.
b) For NWPs 3, 8, 10, 13, 15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in
accordance with general condition 27, for any activity proposed in the designated critical resource waters including
wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after it is
determined that the impacts to the critical resource waters will be no more than minimal.
20. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable
mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: a) The activity must be
designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the
United States to the maximum extent practicable at the project site i.e., on site). b) Mitigation in all its forms avoiding,
minimizing, rectifying, reducing, or compensating) will be required to the extent necessary to ensure that the adverse
effects to the aquatic environment are minimal. c) Compensatory mitigation at a minimum one-for-one ratio will be
required for all wetland losses that exceed 1/10 acre and require preconstruction notification, unless the district
engineer determines in writing that some other form of mitigation would be more environmentally appropriate and
provides a project specific waiver of this requirement. For wetland losses of 1/10 acre or less that require pre-
construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is
required to ensure that the activity results in minimal adverse effects on the aquatic environment. Since the likelihood
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BOOK ONE - CONTRACT NO. 10-11??P??of success is greater and the impacts to potentially valuable uplands are reduced, wetland restoration should be the
first compensatory mitigation option considered. d) For losses of streams or other open waters that require pre-
construction notification, the district engineer may require compensatory mitigation, such as stream restoration, to
ensure that the activity results in minimal adverse effects on the aquatic environment. e) Compensatory mitigation will
not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an
acreage limit of 12 acre, it cannot be used to authorize any project resulting in the loss of greater than 12 acre of
waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost
waters. However, compensatory mitigation can and should be used, as necessary, to ensure that a project already
meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs. f)
Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement
for the establishment, maintenance, and legal protection e.g., conservation easements) of riparian areas next to open
waters. In some cases, riparian areas may be the only compensatory mitigation required. Riparian areas should
consist of native species. The width of the required riparian area will address documented water quality or aquatic
habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district
engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns.
Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate
compensatory mitigation e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic
environment on a watershed basis, In cases where riparian areas are determined to be the most appropriate form of
compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory
mitigation for wetland losses. g) Permittees may propose the use of mitigation banks, in-lieu fee arrangements or
separate activity specific compensatory mitigation. In all cases, the mitigation provisions will specify the party
responsible for accomplishing and/or complying with the mitigation plan. h) Where certain functions and services of
waters of the United States are permanently adversely affected, such as the conversion of a forested or scrub-shrub
wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to
reduce the adverse effects of the project to the minimal level.
21. Water Quality. Where States and authorized Tribes, or EPA where applicable, have not previously certified
compliance of an NWP with CWA Section 401, individual 401 Water Quality Certification must be obtained or waived
see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management
measures to ensure that the authorized activity does not result in more than minimal degradation of water quality.
22. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone
management consistency concurrence, an individual state coastal zone management consistency concurrence must
be obtained, or a presumption of concurrence must occur see 33 CFR 330.4(d)). The district engineer or a State may
require additional measures to ensure that the authorized activity is consistent with state coastal zone management
requirements.
23. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been
added by the Division Engineer see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by
the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone
Management Act consistency determination.
24. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited,
except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage
limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is
constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of
waters of the United States for the total project cannot exceed 1/3-acre.
25. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit
verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the
appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to
the letter, and the letter must contain the following statement and signature: When the structures or work authorized
by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this
nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To
validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms
and conditions, have the transferee sign and date below."
APPENDIX A REGULATORY PERMITS, Page 32_ of 76
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BOOK ONE - CONTRACT NO. 10-11??Q??Transferee)-
Date)
26. Compliance Certification. Each permittee who received a NWP verification from the Corps must submit a signed
certification regarding the completed work and any required mitigation. The certification form must be forwarded by the
Corps with the NWP verification letter and will include: a) A statement that the authorized work was done in
accordance with the NWP authorization, including any general or specific conditions; b) A statement that any required
mitigation was completed in accordance with the permit conditions; and c) The signature of the permittee certifying the
completion of the work and mitigation.
27. Pre-Construction Notification. a) Timing. Where required by the terms of the NWP, the prospective permittee must
notify the district engineer by submitting a pre-construction notif ication PCN) as early as possible. The district engineer
must determine if the PCN is complete within 30 calendar days of the date of. receipt and, as a general rule, will
request additional information necessary to make the PCN complete only once. However, if the prospective permittee
does not provide all of the requested information, then the district engineer will notify the prospective permittee that the
PCN is still incomplete and the PCN review process will not commence until-all of the requested information has been
received by the district engineer. The prospective permittee shall not begin the activity:.(1) Until notified in writing by
the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or
division engineer; or. 2) If 45 calendar days have passed from the district engineer's receipt of the complete PCN and
the prospective permittee has not received written notice from the district or division engineer. However, if the
permittee was required to notify the Corps pursuant to general condition 17 that listed species or critical habitat might
be affected or in the vicinity of the project, or to notify the Corps pursuant to general condition 18 that the activity may
have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written
notification from the Corps that is no effect" on listed species or no potential to cause effects" on historic properties,
or that any consultation required under Section 7 of the Endangered Species Act see 33 CFR 330.4(f)) and/or Section
106 of the National Historic Preservation see 33 CFR 330.4(g)) is,completed. Also, work cannot begin under NWPs
21, 49, or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written
waiver to exceed specified limits of an NWP, the permittee cannot begin the activity until the district engineer issues
the waiver. If the.district ordivision engineer notifies the permittee in writing that an individual permit is required within
45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has
been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or
revoked only in accordance with the,procedure set forth in 33 CFR 330.5(d)(2). b) Contents of Pre-Construction
Notification: The PCN must be in writing and include the following information: 1) Name, address and telephone
numbers of the prospective permittee; 2) Location of the proposed project; 3) A description of the proposed project;
the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s),
regional general permit(s), or individual permit(s) used or intended to be used to authorize anypart of the proposed
project or any related activity. The description should be sufficiently detailed to allow the district engineer to determine
that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches
should be provided when necessary to show that the activity complies with the terms of the NWP. Sketches usually
clarify the project and when provided result in a quicker decision.); 4) The PCN must include a delineation of special
aquatic sites and other waters of the United States on the project site. Wetland delineations must be prepared in
accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special
aquatic sites and other waters of the United States, but there may be a delay if the Corps does the delineation,
especially if the project site is large or contains many waters of the United States. Furthermore, the 45 day period will
not start until the delineation has been submitted to or completed by the Corps, where appropriate; 5) If the proposed
activity will result in the loss of greater than 1/10 acre of wetlands and a PCN is required, the prospective permittee
must submit a statement describing how the mitigation requirement will be satisfied. As an alternative, the prospective
permittee may submit a conceptual or detailed mitigation plan. 6) If any listed species or designated critical habitat
might be affected or Is in the vicinity of the project, or if the project is located in designated critical habitat, for non-
Federal applicants the PCN must include the name(s) of those endangered or threatened species that might be
affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.
Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act; and 7)
For an activity that may affect a historic property listed on, determined to be eligible for listing on, or potentially eligible
for listing on, the National Register of Historic Places, for non-Federal applicants the PCN must state which historic
property may be affected by the proposed work or include a vicinity map indicating the location of the historic property.
APPENDIX A REGULATORY PERMITS, Page 3 3 of 76
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C1-U03
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VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
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EFFECTIVE-U012
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MEASURES;-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
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UPON-U012
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OF-U012
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BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
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FO85769-U03
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MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
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REPORTING-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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PROGRAM-U012
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JANUARY-U012
17,-U012
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JANUARY-U012
24,-U012
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CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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C1-U03
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8/4/2010-U04
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15366-U05
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REPORTING-U07
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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BENANCIO-U012
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INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
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B.-U012
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PROGRAM-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??R??Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic
Preservation Act. c) Form of Pre-Construction Notification: The standard individual permit application form Form ENG
4345) may be used, but the completed application form must clearly indicate that it is a PCN and must include all of the
information required in paragraphs b)(1) through 7) of this general condition. A letter containing the required
information may also be used. d) Agency Coordination: 1) The district engineer will consider any comments from
Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs
and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. 2) For all NWP 48
activities requiring pre-construction notification and for other NWP. activities requiring preconstruction notification to the
district engineer that result in the loss of greater than 1/2-acre of waters of the United States, the district engineer will
immediately provide e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy of the PCN
to the appropriate Federal or state offices U.S. FWS, state natural resource or water quality agency, EPA, State
Historic Preservation Officer SHPO) or Tribal Historic Preservation Office THPO), and, if appropriate, the NMFS).
With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is
transmitted to telephone or fax the district. engineer notice that they intend to provide substantive, site-specific
comments. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a
decision on the preconstruction notification. The district engineer will fully consider agency comments received within
the specified time frame, but will provide no response to the resource agency, except as provided below. The district
engineer will indicate in the administrative record associated with each preconstruction notification that the resource
agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may
proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or
economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP
37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. 3) In
cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to
NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by
Section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act. 4) Applicants are
encouraged to provide the Corps multiple copies of pre-construction notifications to expedite agency coordination. 5)
For NWP 48 activities that require reporting, the district engineer will provide a copy of each report within 10 calendar
days of receipt to the appropriate regional office of the NMFS. e) District Engineer's Decision: In reviewing the PCN for
the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more
than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. If the
proposed activity requires a PCN and will result in a loss of greater than 1/10 acre of wetlands, the prospective
permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for
projects with smaller impacts. The district engineer will consider any proposed compensatory mitigation the applicant
has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment
of the proposed work are minimal. The compensatory mitigation proposal maybe either conceptual or detailed. If the
district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse
effects on the aquatic environment are minimal, after considering mitigation, the district engineer will notify the
permittee and include any conditions the district engineer deems necessary. The district engineer must approve any
compensatory mitigation proposal before the permittee commences work. If the prospective permittee elects to submit
a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed
compensatory mitigation plan. The district engineer must review the plan within 45 calendar days of receiving a
complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on
the aquatic environment. If the net adverse effects of the project on the aquatic environment after consideration of the
compensatory mitigation proposal) are determined by the district engineer to be minimal, the district engineer will
provide a timely written response to the applicant. The response will state that the project can proceed under the terms
and conditions of the NWP. If the district engineer determines that the adverse effects of the proposed work are more
than minimal, then the district engineer will notify the applicant either: 1) That the project does not qualify for
authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual
permit; 2) that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that
would reduce the adverse effects on the aquatic environment to the minimal level; or 3) that the project is authorized
under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is
required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be
authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation
or a requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic
environment to the minimal level. When mitigation is required, no work in waters of the United States may occur until
the district engineer has approved a specific mitigation plan.
APPENDIX A REGULATORY PERMITS, Page j of 76
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BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
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APPROPRIATE-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
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PASSAGE-U012
OF-U012
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BUDGET.-U012
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BOOK-U02
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8/4/2010-U04
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15366-U05
3-U06
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7/19/2010-U011
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68-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EFFECTIVE-U012
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B.-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
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JANUARY-U012
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2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
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BUDGET.-U012
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JANUARY-U012
17,-U012
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24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??S??28. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used
more than once for the same single and complete project.
APPENDIX A REGULATORY PERMITS, Page 3-" of 76
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BOOK ONE - CONTRACT NO. 10-11??T??Enclosure 3
Permittee: Monterey County Dept. of Public Works
File Number: 400399S
Certification of Compliance
for
Nationwide Permit
I hereby certify that the work authorized by the above referenced File Number and all required
mitigation have been completed in accordance with the terms and conditions of this Nationwide
Permit authorization."
Permittee) Date)
Return to:
Greg Brown
U.S. Army Corps of Engineers
San Francisco District
Regulatory Branch, CESPN-OR-R
1455 Market
San Francisco, CA 94103-1398
APPENDIX A REGULATORY PERMITS, Page 3 of 76
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BOOK ONE - CONTRACT NO. 10-11??U??DEPARTMENT OF THE ARMY
SAN FRANCISCO DISTRICT, CORPS OF ENGINEERS
1455 MARKET STREET
SAN FRANCISCO, CALIFORNIA 94105-2197
Regulatory Branch
SUBJECT: File Number 400399S
Jeff Bray, LSA Associates
4200 Rocklin Rd, Suite 11B
Rocldin, California 95677
Dear Mr. Bray:
DEC 18 2007
This letter is written in response to your submittal of March 30, 2007 concerning Department
of the Army authorization to construct a new pier in El Toro Creek in conjunction with the
project to improve the intersection of State Route SR) 68 and San Benancio Road, halfway
between the Cities of Salinas and Monterey, Monterey County, California. This action would
result in the permanent fill of approximately 0.0002 acres of waters of the U.S.
Based on a review of the information you submitted, your project qualifies for authorization
under Department of the Army Nationwide Permit 14 Linear Transportation Projects 67 Fed.
Reg. 2020, January 15, 2002), pursuant to Section 404 of the Clean Water Act 33 U.S.C.
Section 1344). See Enclosure 1. All work shall be completed in accordance with the plans and
drawings titled SR-68/San Benancio Road Intersection Improvement Project Features"
included in Figures 2A and 2B of your application package.
The project must be in compliance with the General Conditions cited in Enclosure 2 for this
Nationwide Permit authorization to remain valid. Non-compliance with any condition could
result in the suspension, modification or revocation of the authorization for your project, thereby
requiring you to obtain an Individual Permit from the Corps. This Nationwide Permit
authorization does not obviate the need to obtain other State or local approvals required by law.
This authorization will remain valid for two years from the date of this letter, unless the
Nationwide Permit is suspended, modified or revoked. If you have commenced work or are
under contract to commence work prior to the suspension, or revocation of the Nationwide
Permit and the project would not comply with the resulting Nationwide Permit authorization, you
have twelve 12) months from that date to complete the project under the present terms and
conditions of the Nationwide Permit. Upon completion of the project and all associated
mitigation requirements, you shall sign and return the Certification of Compliance, Enclosure 3,
verifying that you have complied with the terms and conditions of the permit.
APPENDIX A REGULATORY PERMITS, Page 3 of 76
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BOOK ONE - CONTRACT NO. 10-11??V??This authorization will not be effective until you have obtained a Section 401 water quality
certification from the Regional Water Quality Control Board RWQCB). If the RWQCB fails to
act on a valid request for certification within two 2) months after receipt of a complete
application, the Corps will presume a waiver of water quality certification has been obtained.
You shall submit a copy of the certification to the Corps prior to the commencement of work.
To ensure compliance with this Nationwide Permit authorization, the following special
conditions shall be implemented:
1. This Corps permit does not authorize you to take an endangered species. In order to
legally take a listed species, you must have a separate authorization under the
Endangered Species Act ESA) e.g., an ESA Section 10 permit or a Biological
Opinion BO) under ESA Section 7 with incidental take" provisions with which you
must comply). The enclosed U.S. Fish and Wildlife Service FWS) BO dated
November 26, 2007 contains mandatory terms and conditions to implement the
reasonable and prudent measures that are associated with incidental take" that is also
specified in the BO. Your authorization under this Corps permit is conditional upon
your compliance with all of the mandatory terms and conditions associated with
incidental take authorized by the attached BO, whose terms and conditions are
incorporated by reference in this permit. Failure to comply with the terms and
conditions associated with incidental take of the BO, where a take of the listed species
occurs, would constitute an unauthorized take and it would also constitute non-
compliance with this Corps permit. The FWS is the appropriate authority to
determine compliance with the terms and conditions of its BO and with the ESA.
2. To avoid impacting the identified archeological site CA-MNT-4/267, all work
associated with this project along the northeast side of San Benancio Road, including
the temporary access road used to stage the pile driver and construct the bridge
falsework, must occur within the existing right-of-way, as outlined in the
Environmentally Sensitive Area ESA) Action Plan and Figure 5C Revised Project
Design Plans") contained in the Cultural Resources Summary Report dated March
2007.
APPENDIX A REGULATORY PERMITS, Page 3' of 76
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BOOK ONE - CONTRACT NO. 10-11??W??3-
Should you have any questions regarding this matter, please call Greg Brown of our
Regulatory Branch at 415-503-6791. Please address all correspondence to the Regulatory Branch
and refer to the File Number at the head of this letter. If you would like to provide comments on
our permit review process, please complete the Customer Survey Form available through the
Forms and Contacts Block on our website: www.spn.usace.army.mil/regulatory.
Sincerely,
Enclosures
Copies furnished w/o enclosures):
Jane M. Hicks
Chief, Regulatory Branch
US FWS, Ventura, CA
CA RWQCB, San Luis Obispo, CA
Enrique Saavedra, Monterey County Dept. of Public Works, 168 West Alisal, 2nd Floor, Salinas,
CA, 93901
APPENDIX A REGULATORY PERMITS, Page 3 1 of 76
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BOOK ONE - CONTRACT NO. 10-11??X??Nationwide Permit 14 Linear Transportation Projects
Activities required for the construction, expansion, modification, or improvement of linear transportation projects e.g.,
roads, highways, railways, trails, airport runways, and taxiways) in waters of the United States. For linear transportation
projects in non-tidal waters, the discharge cannot cause the loss of greater than 1/2-acre of waters of the United
States. For linear transportation projects in tidal waters, the discharge cannot cause the loss of greater than 1/3-acre of
waters of the United States. Any stream channel modification, including bank stabilization, is limited to the minimum
necessary to construct or protect the linear transportation project; such modifications must be in the immediate vicinity
of the project. This NWP also authorizes temporary structures, fills, and work necessary to construct the linear
transportation project. Appropriate measures must be taken to maintain normal downstream flows and minimize
flooding to the maximum extent practicable, when temporary structures, work, and discharges, including cofferdams,
are necessary for construction activities, access fills, or dewatering of construction sites. Temporary fills must consist
of materials, and be placed in a manner, that will not be eroded by expected high flows. Temporary fills must be
removed in their entirety and the affected areas returned to preconstruction elevations. The areas affected by
temporary fills must be revegetated, as appropriate. This NWP cannot be used to authorize non-linear features
commonly associated with transportation projects, such as vehicle maintenance or storage buildings, parking lots, train
stations, or aircraft hangars. Notification: The permittee must submit a pre-construction notification to the district
engineer prior to commencing the activity if: 1) The loss of waters of the United States exceeds 1/10 acre; or 2) there
is a discharge in a special aquatic site, including wetlands, See general condition 27.) Sections 10 and 404)
Note: Some discharges for the construction of farm roads or forest roads, or temporary roads for moving mining
equipment, may qualify for an exemption under Section 404(f) of the Clean Water Act see 33 CFR 323.4).
Federal Register / Vol. 72, No. 471 Monday, March 12, 2007/ Notices 11191
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??Y??Enclosure 2
Nationwide Permit General Conditions
Note: To qualify for NWP authorization, the prospective permittee must comply with the following general conditions, as
appropriate, in addition to any regional or case-specific conditions imposed by the division engineer or district engineer.
Prospective permittees should contact the appropriate Corps district office to determine if regional conditions have
been imposed on an NWP. Prospective permittees should also contact the appropriate Corps district office to
determine the status of Clean Water Act Section 401 water quality certification and/ or Coastal Zone Management Act
consistency for an NWP.
1. Navigation. a) No activity may cause more than a minimal adverse effect on navigation. b) Any safety lights and
signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the
permittee's expense on authorized facilities in navigable waters of the United States. c) The permittee understands
and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the
structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative,
said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural
work or obstructions caused thereby, without expense to the United States; No claim shall be made against the United
States on account of any such removal or alteration.
2. Aquatic Life Movements. No activity may substantially disrupt the necessary life cycle movements of those species
of aquatic life indigenous to the waterbody, including those species that normally migrate through the area, unless the
activity's primary purpose is to impound water. Culverts placed in streams must be installed to maintain low flow
conditions.
3. Spawning Areas. Activities in spawning areas during spawning seasons must be avoided to the maximum extent
practicable. Activities that result in the physical destruction e.g., through excavation, fill, or downstream smothering by
substantial turbidity) of an important spawning area are not authorized.
4. Migratory Bird Breeding Areas. Activities in waters of the United States that serve as breeding areas for migratory
birds must be avoided to the maximum extent practicable.
5. Shellfish Beds. No activity may occur in areas of concentrated shellfish populations, unless the activity is directly
related to a shellfish harvesting activity authorized by NWPs 4 and 48.
6. Suitable Material. No activity may use unsuitable material e.g., trash, debris, car bodies, asphalt, etc.). Material
used for construction or discharged must be free from toxic pollutants in toxic amounts see Section 307 of the Clean
Water Act).
7. Water Supply Intakes. No activity may occur in the proximity of a public water supply intake, except where the
activity is for the repair or improvement of public water supply intake structures or adjacent bank stabilization.
8. Adverse Effects From Impoundments. If the activity creates an impoundment of water, adverse effects to the aquatic
system due to accelerating the passage of water, and/or restricting its flow must be minimized to the maximum extent
practicable.
9. Management of Water Flows. To the maximum extent practicable, the preconstruction course, condition, capacity,
and location of open waters must be maintained for each activity, including stream channelization and storm water
management activities, except as provided below. The activity must be constructed to withstand expected high'flows.
The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity
is to impound water or manage high flows. The activity may alter the preconstruction course, condition, capacity, and
location of open waters if it benefits the aquatic environment e.g., stream restoration or relocation activities).
10. Fills Within 100-Year Floodplains. The activity must comply with applicable FEMA-approved state or local
floodplain management requirements.
APPENDIX A REGULATORY PERMITS, Page 4/ of 76
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BOOK ONE - CONTRACT NO. 10-11??Z??11. Equipment Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be
taken to minimize soil disturbance.
12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained
in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the
ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees
are encouraged to perform work within waters of the United States during periods of low-flow or no-flow.
13. Removal of Temporary Fills. Temporary fills must be removed in their entirety and the affected areas returned to
pre-construction elevations. The affected areas must be revegetated, as appropriate.
14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure
public safety.
15. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and Scenic River System, or in
a river officiallydesignated by Congress as a study river" for possible inclusion in the system while the river is in an
official study status, unless the appropriate Federal agency with direct management responsibility for such river, has
determined in writing that the proposed activity will not adversely affect the Wild and Scenic River designation or study
status. Information on Wild and
Scenic Rivers may be obtained from the appropriate Federal land management agency in the area e.g., National Park
Service, U.S. Forest Service, Bureau of Land Management, U.S. Fish and Wildlife Service).
16. Tribal Rights, No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved
water rights and treaty fishing and hunting rights.
17. Endangered Species. a) No activity is authorized under any NWP which is likely to jeopardize the continued
existence of a threatened or endangered species or a species proposed for such designation, as identified under the
Federal Endangered Species Act ESA), or which will destroy or adversely modify the critical habitat of such species.
No activity is authorized under any NWP which may affect" a listed species or critical habitat, unless Section 7
consultation addressing the effects of the proposed activity has been completed. b) Federal agencies should follow
their own procedures for complying with the requirements of the ESA. Federal permittees must provide the district
engineer with the appropriate documentation to demonstrate compliance with those requirements. c) Non-federal
permittees shall notify the district engineer if any listed species or designated critical habitat might be affected or is in
the vicinity of the project, or if the project is located in designated critical habitat, and shall not begin work on the
activity until notified by the district engineer that the requirements of the ESA have been satisfied and that the activity is
authorized. For activities that might affect Federally-listed endangered or threatened species or designated critical
habitat, the pre-construction notification must include the name(s) of the endangered or threatened species that may
be affected by the proposed work or that utilize the designated critical habitat that may be affected by the proposed
work. The district engineer will determine whether the proposed activity may affect" or will have no effect" to listed
species and'designated critical habitat and will notify the non-Federal applicant of the Corps' determination within 45
days of receipt of a complete pre-construction notification. In cases where the non-Federal applicant has identified
listed species or critical habitat that might be affected or is in the vicinity of the project, and has so notified the Corps,
the applicant shall not begin work until the Corps has provided notification the proposed activities will have no effect"
on listed species or critical habitat, or until Section 7 consultation has been completed. d) As a result of formal or
informal consultation with the FWS or NMFS the district engineer may add species specific regional endangered
species conditions to the NWPs. e) Authorization of an activity by a
NWP does not authorize the take" of a threatened or endangered species as defined under the ESA. In the absence
of separate authorization e.g., an ESA Section 10 Permit, a Biological Opinion with incidental take" provisions, etc.)
from the U.S. FWS or the NMFS, both lethal and non-lethal takes" of protected species are in violation of the ESA.
Information on the location of threatened and endangered species and their critical habitat can be obtained directly
from the offices of the U.S. FWS and NMFS or their world wide Web pages at http://www.fws.govl and
http://www.noaa.oov/fisheries,html respectively.
18. Historic Properties. a) In cases where the district engineer determines that the activity may affect properties listed,
or eligible for listing, in the National Register of Historic Places, the activity is not authorized, until the requirements of
Section 106 of the National Historic Preservation Act NHPA) have been satisfied. b) Federal permittees should follow
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??[??their own procedures for complying with the requirements of Section 106 of the National Historic Preservation Act.
Federal permittees must provide the district engineer with the appropriate documentation to demonstrate compliance
with those requirements. c) Non-federal permittees must submit a pre-construction notification to the district engineer
if the authorized activity may have the potential to cause effects to any historic properties listed, determined to be
eligible for listing on, or potentially eligible for listing on the National Register of Historic Places, including previously
unidentified properties. For such activities, the preconstruction notification must state which historic properties may be
affected by the proposed work or include a vicinity map indicating-the location of the historic properties or the potential
for the presence of historic properties. Assistance regarding information on the location of or potential for the presence
of historic resources can be sought from the State Historic Preservation Officer or Tribal Historic Preservation Officer,
as appropriate, and the National Register of Historic Places see-33 CFR 330.4(g)). The district engineer shall make a
reasonable and good faith effort to carry out appropriate identification efforts, which may include, background research,
consultation, oral history interviews, sample field investigation, and field survey. Based on the information submitted
and these efforts, the district engineer shall determine, whether the proposed activity has the potential to cause an
effect on the historic, prope rties. Where the non-Federal applicant has identified historic properties which the activity
may have the potential to cause effects and so notified the Corps, the non-Federal applicant shall not begin the activity
until notified by the district engineer either that the activity has no potential to cause effects or that consultation under
Section 106 of the NHPA has been completed. d) The district engineer will notify the prospective permittee within 45
days of receipt of a complete preconstruction notification whether NHPA Section 106. consultation Is required. Section
106 consultation is not required when the Corps determines that the activity does not have the potential to cause
effects on historic properties see 36 CFR 800.3(a)). If NHPA section 106 consultation is required and will.occur, the
district engineer will notify the non-Federal applicant that he or she cannot begin work until Section 106 consultation is
completed. e) Prospective permittees should be aware that section 110k of the NHPA 16 U.S.C. 470h-2(k)) prevents
the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of
Section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would
relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after
consultation with the Advisory Council on Historic Preservation ACHP), determines that circumstances justify granting
such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the
assistance, the Corps is required to notify the ACHP.and provide documentation specifying the circumstances,
explaining the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This
documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the
undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and
other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties.
19. Designated Critical Resource Waters. Critical resource waters include, NOAA-designated marine sanctuaries,
National Estuarine Research Reserves, state natural heritage sites, and outstanding national resource waters or other
waters officially designated by a state as having particular environmental or ecological significance and identified by
the district engineer after notice and opportunity for public comment. The district engineer may also designate
additional critical resource waters after notice and opportunity for comment. a) Discharges of dredged or fill material
into waters of the United States are not authorized by NWPs 7, 12, 14, 16, 17, 21, 29, 31, 35, 39, 40, 42, 43, 44, 49,
and 50 for any activity within, or directly affecting, critical resource waters, including wetlands adjacent to such waters.
b) For NWPs 3, 8, 10, 13,15, 18, 19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38, notification is required in
accordance with general condition 27, for any activity proposed in the designated critical resource waters including
wetlands adjacent to those waters. The district engineer may authorize activities under these NWPs only after it is
determined that the impacts to the critical resource waters will be no more than minimal.
20. Mitigation. The district engineer will consider the following factors when determining appropriate and practicable
mitigation necessary to ensure that adverse effects on the aquatic environment are minimal: a) The activity must be
designed and constructed to avoid and minimize adverse effects, both temporary and permanent, to waters of the
United States to the maximum extent practicable at the project site i.e., on site). b) Mitigation in all its forms avoiding,
minimizing, rectifying, reducing, or compensating) will be required to the extent necessary to ensure that the adverse
effects to the aquatic environment are minimal. c) Compensatory mitigation at a minimum one-for-one ratio will be
required for all wetland losses that exceed-1/10 acre and require preconstruction notification, unless the district
engineer determines in writing that some other form of mitigation would be more environmentally appropriate and
provides a project specific waiver of this requirement. For wetland losses of 1/10 acre or less that require pre-
construction notification, the district engineer may determine on a case-by-case basis that compensatory mitigation is
required to ensure that the activity results in minimal adverse effects on the aquatic environment. Since the likelihood
APPENDIX A REGULATORY PERMITS, Page y3 of 76
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BOOK ONE - CONTRACT NO. 10-11??\??of success is greater and the impacts to potentially valuable uplands are reduced, wetland restoration should be the
first compensatory mitigation option considered. d) For losses of streams or other open waters that require pre-
construction notification, the district engineer may require compensatory mitigation, such as stream restoration, to
ensure that the activity results in minimal adverse effects on the aquatic environment. e) Compensatory mitigation will
not be used to increase the acreage losses allowed by the acreage limits of the NWPs. For example, if an NWP has an
acreage limit of 1/2 acre, it cannot be used to authorize any project resulting in the loss of greater than 12 acre of
waters of the United States, even if compensatory mitigation is provided that replaces or restores some of the lost
waters. However, compensatory mitigation can and should be used, as necessary, to ensure that a project already
meeting the established acreage limits also satisfies the minimal impact requirement associated with the NWPs. f)
Compensatory mitigation plans for projects in or near streams or other open waters will normally include a requirement
for the establishment, maintenance, and legal protection e.g., conservation easements) of riparian areas next to open
waters. In some cases, riparian areas may be the only compensatory mitigation required. Riparian areas should
consist of native species. The width of the required riparian area will address documented water quality or aquatic
habitat loss concerns. Normally, the riparian area will be 25 to 50 feet wide on each side of the stream, but the district
engineer may require slightly wider riparian areas to address documented water quality or habitat loss concerns.
Where both wetlands and open waters exist on the project site, the district engineer will determine the appropriate
compensatory mitigation e.g., riparian areas and/or wetlands compensation) based on what is best for the aquatic
environment on a watershed basis, In cases where riparian areas are determined to be the most appropriate form of
compensatory mitigation, the district engineer may waive or reduce the requirement to provide wetland compensatory
mitigation for wetland losses. g) Permittees may propose the use of mitigation banks, in-lieu fee arrangements or
separate activity specific compensatory mitigation. In all cases, the mitigation provisions will specify the party
responsible for accomplishing and/or complying with the mitigation plan. h) Where certain functions and services of
waters of the United States are permanently adversely affected, such as the conversion of a forested or scrub-shrub
wetland to a herbaceous wetland in a permanently maintained utility line right-of-way, mitigation may be required to
reduce the adverse effects of the project to the minimal level.
21. Water Quality. Where States and authorized Tribes, or EPA where applicable, have not previously certified
compliance of an NWP with CWA Section 401, individual 401 Water Quality Certification must be obtained or waived
see 33 CFR 330.4(c)). The district engineer or State or Tribe may require additional water quality management
measures to ensure that the authorized activity does not result in more than minimal degradation of water quality.
22. Coastal Zone Management. In coastal states where an NWP has not previously received a state coastal zone
management consistency concurrence, an individual state coastal zone management consistency concurrence must
be obtained, or a presumption of concurrence must occur see 33 CFR 330.4(d)). The district engineer or a State may
require additional measures to ensure that the authorized activity is consistent with state coastal zone management
requirements.
23. Regional and Case-By-Case Conditions. The activity must comply with any regional conditions that may have been
added by the Division Engineer see 33 CFR 330.4(e)) and with any case specific conditions added by the Corps or by
the state, Indian Tribe, or U.S. EPA in its section 401 Water Quality Certification, or by the state in its Coastal Zone
Management Act consistency determination.
24. Use of Multiple Nationwide Permits. The use of more than one NWP for a single and complete project is prohibited,
except when the acreage loss of waters of the United States authorized by the NWPs does not exceed the acreage
limit of the NWP with the highest specified acreage limit. For example, if a road crossing over tidal waters is
constructed under NWP 14, with associated bank stabilization authorized by NWP 13, the maximum acreage loss of
waters of the United States for the total project cannot exceed 1/3-acre.
25. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit
verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the
appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to
the letter, and the letter must contain the following statement and signature: When the structures or work authorized
by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this
nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To
validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms
and conditions, have the transferee sign and date below."
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??]??Transferee)
Date)
26. Compliance Certification. Each permittee who received a NWP verification from the Corps must submit a signed
certification regarding the completed work and any required mitigation. The certification form must be forwarded by the
Corps with the NWP verification letter and will include: a) A statement that the authorized work was done in
accordance with the NWP authorization, including any general or specific conditions; b) A statement that any required
mitigation was completed in accordance with the permit conditions; and c) The signature of the permittee certifying the
completion of the work and mitigation.
27. Pre-Construction Notification. a) Timing. Where required by the terms of the NWP, the prospective permittee must
notify the district engineer by submitting a pre-construction notification PCN) as early as possible. The district engineer
must determine if the PCN is complete within 30 calendar days of the date of receipt and, as a general rule, will
request additional information necessary to make the PCN complete only once. However, if the prospective permittee
does not provide all of the requested information, then the district engineer will notify the prospective permittee that the
PCN is still incomplete and the PCN review process will not commence until all of the requested information has been
received by the district engineer. The prospective permittee shall not begin the activity:.(1) Until notified in writing by
the district engineer that the activity may proceed under the NWP with any special conditions imposed by the district or
division engineer; or. 2) If 45 calendar days have passed from the district engineer's receipt of the complete PCN and
the prospective permittee has not received written notice from the district or division engineer. However, if the
permittee was required.to notify the Corps pursuant to general condition 17 that listed species or critical habitat might
be affected or in the vicinity of the project, or to notify the Corps pursuant to general condition 18 that the activity may
have the potential to cause effects to historic properties, the permittee cannot begin the activity until receiving written
notification from the Corps that is no effect" on listed species or no potential to cause effects" on historic properties,
or that any consultation required under Section 7 of the Endangered Species Act see 33 CFR 330.4(f)) and/or Section
106 of the National Historic Preservation see 33 CFR 330.4(g)) is.completed. Also, work cannot begin under NWPs
21, 49, or 50 until the permittee has received written approval from the Corps. If the proposed activity requires a written
waiver to exceed specified limits of an NWP, the permittee cannot begin the activity until the district-engineer issues
the waiver. If the district or division engineer notifies the,permittee in writing that an individual permit is required within
45 calendar days of receipt of a complete PCN, the permittee cannot begin the activity until an individual permit has
been obtained. Subsequently, the permittee's right to proceed under the NWP may be modified, suspended, or
revoked only in accordance with the procedure set forth in 33 CFR 330.5(d)(2). b) Contents of Pre-Construction
Notification: The PCN must be in writing and include the following information: 1) Name, address and telephone
numbers of the prospective permittee; 2) Location of the proposed project; 3) A description of the proposed project;
the project's purpose; direct and indirect adverse environmental effects the project would cause; any other NWP(s),
regional general permit(s), or individual permit(s) used or intended to be used to authorize any part of the proposed
project or any related activity. The description should be sufficiently detailed to allow the district engineer to determine
that the adverse effects of the project will be minimal and to determine the need for compensatory mitigation. Sketches
should be provided when necessary to show that the activity complies with the terms of the NWP. Sketches usually
clarify the project and when provided result in a quicker decision.); 4) The PCN must include a delineation of special
aquatic sites and other waters of the United States on the project site. Wetland delineations must be prepared in
accordance with the current method required by the Corps. The permittee may ask the Corps to delineate the special
aquatic sites and other waters of the United States,.but there may be a delay if the Corps does the delineation,
especially if the project site is large or contains many waters of the United States. Furthermore, the 45 day period will
not start until the delineation has been submitted to or completed by the Corps, where appropriate; 5) if the proposed
activity will result in the loss of greater than 1/10 acre of wetlands and a PCN is required, the prospective permittee
must submit a statement describing how the mitigation requirement will be satisfied. As an alternative, the prospective
permittee may submit a conceptual or detailed mitigation plan. 6) If any listed species or designated critical habitat
might be affected or is in the vicinity of the project, or if the project is located in designated critical habitat, for non-
Federal applicants the PCN must include the name(s) of those endangered or threatened species that might be
affected by the proposed work or utilize the designated critical habitat that may be affected by the proposed work.
Federal applicants must provide documentation demonstrating compliance with the Endangered Species Act; and 7)
For an activity that may affect a historic property listed on, determined to be eligible for listing on, or potentially eligible
for listing on, the National Register of Historic Places, for non-Federal applicants the PCN must state which historic
property may be affected by the proposed work or include a vicinity map indicating the location of the historic property.
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??^??Federal applicants must provide documentation demonstrating compliance with Section 106 of the National Historic
Preservation Act. c) Form of Pre-Construction Notification: The standard individual permit application form Form ENG
4345) may be used, but the completed application form must clearly indicate that it is a PCN and must include all of the
information required in paragraphs b)(1) through 7) of this general condition. A letter containing the required
information may also be used. d) Agency Coordination: 1) The district engineer will consider any comments from
Federal and state agencies concerning the proposed activity's compliance with the terms and conditions of the NWPs
and the need for mitigation to reduce the project's adverse environmental effects to a minimal level. 2) For all NWP 48
activities requiring pre-construction notification and for other NWP activities requiring preconstruction notification to the
district engineer that result in the loss of greater than 12-acre of waters of the United States, the district engineer will
immediately provide e.g., via facsimile transmission, overnight mail, or other expeditious manner) a copy of the PCN
to the appropriate Federal or state offices U.S. FWS, state natural resource or water quality agency, EPA, State
Historic Preservation Officer SHPO) or Tribal Historic Preservation Office THPO), and, if appropriate, the NMFS).
With the exception of NWP 37, these agencies will then have 10 calendar days from the date the material is
transmitted to telephone or fax the district. engineer notice that they intend to provide substantive, site-specific
comments. If so contacted by an agency, the district engineer will wait an additional 15 calendar days before making a
decision on the preconstruction notification. The district engineer will fully consider agency comments received within
the specified time frame, but will provide no response to the resource agency, except as provided below. The district
engineer will indicate in the administrative record associated with each preconstruction notification that the resource
agencies' concerns were considered. For NWP 37, the emergency watershed protection and rehabilitation activity may
proceed immediately in cases where there is an unacceptable hazard to life or a significant loss of property or
economic hardship will occur. The district engineer will consider any comments received to decide whether the NWP
37 authorization should be modified, suspended, or revoked in accordance with the procedures at 33 CFR 330.5. 3) In
cases of where the prospective permittee is not a Federal agency, the district engineer will provide a response to
NMFS within 30 calendar days of receipt of any Essential Fish Habitat conservation recommendations, as required by
Section 305(b)(4)(B) of the Magnuson-Stevens Fishery Conservation and Management Act. 4) Applicants are
encouraged to provide the Corps multiple copies of pre-construction notifications to expedite agency coordination. 5)
For NWP 48 activities that require reporting, the district engineer will provide a copy of each report within 10 calendar
days of receipt to the appropriate regional office of the NMFS. e) District Engineer's Decision: In reviewing the PCN for
the proposed activity, the district engineer will determine whether the activity authorized by the NWP will result in more
than minimal individual or cumulative adverse environmental effects or may be contrary to the public interest. If the
proposed activity requires a PCN and will result in a loss of greater than 1/10 acre of wetlands, the prospective
permittee should submit a mitigation proposal with the PCN. Applicants may also propose compensatory mitigation for
projects with smaller impacts. The district engineer will consider any proposed compensatory mitigation the applicant
has included in the proposal in determining whether the net adverse environmental effects to the aquatic environment
of the proposed work are minimal. The compensatory mitigation proposal may be either conceptual or detailed. If the
district engineer determines that the activity complies with the terms and conditions of the NWP and that the adverse
effects on the aquatic environment are minimal, after considering mitigation, the district engineer will notify the
permittee and include any conditions the district engineer deems necessary. The district engineer must approve any
compensatory mitigation proposal before the permittee commences work. If the prospective permittee elects to submit
a compensatory mitigation plan with the PCN, the district engineer will expeditiously review the proposed
compensatory mitigation plan. The district engineer must review the plan within 45 calendar days of receiving a
complete PCN and determine whether the proposed mitigation would ensure no more than minimal adverse effects on
the aquatic environment. If the net adverse effects of the project on the aquatic environment after consideration of the
compensatory mitigation proposal) are determined by the district engineer to be minimal, the district engineer will
provide a timely written response to the applicant. The response will state that the project can proceed under the terms
and conditions of the NWP. If the district engineer determines that the adverse effects of the proposed work are more
than minimal, then the district engineer will notify the applicant either: 1) That the project does not qualify for
authorization under the NWP and instruct the applicant on the procedures to seek authorization under an individual
permit; 2) that the project is authorized under the NWP subject to the applicant's submission of a mitigation plan that
would reduce the adverse effects on the aquatic environment to the minimal level; or 3) that the project is authorized
under the NWP with specific modifications or conditions. Where the district engineer determines that mitigation is
required to ensure no more than minimal adverse effects occur to the aquatic environment, the activity will be
authorized within the 45-day PCN period. The authorization will include the necessary conceptual or specific mitigation
or a requirement that the applicant submit a mitigation plan that would reduce the adverse effects on the aquatic
environment to the minimal level. When mitigation is required, no work in waters of the United States may occur until
the district engineer has approved a specific mitigation plan.
APPENDIX A REGULATORY PERMITS, Page Jf 6 of 76
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IN-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??_??28. Single and Complete Project. The activity must be a single and complete project. The same NWP cannot be used
more than once for the same single and complete project.
APPENDIX A REGULATORY PERMITS, Page 47of 76
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BOOK ONE - CONTRACT NO. 10-11??`??Enclosure 3
Permittee: Monterey County Dept. of Public Works
File Number: 4003995
Certification of Compliance
for
Nationwide Permit
I hereby certify that the work authorized by the above referenced File Number and all required
mitigation have been completed in accordance with the terms and conditions of this Nationwide
Permit authorization."
Permittee) Date)
Return to:
Greg Brown
U.S. Army Corps of Engineers
San Francisco District
Regulatory Branch, CESPN-OR-R
1455 Market
San Francisco, CA 94103-1398
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??a??California Regional Water Quality Control Board
ms Central Coast Region
Li
d
Ad
n
a
a
Secretary for
Environmental
Protection
December 4, 2009
Enrique Saavedra
County of Monterey
168 West Alisal Street
Salinas, CA 93901
Dear Mr. Saavedra:
Internet Address: http://www.waterboards.ca.gov/centralcoast/
895 Aerovista Place, Suite 101, San Luis Obispo, California 93401
Phone 805) 549-3147 FAX 805) 543-0397
Arnold
Schwarzenegger
Governor
WATER QUALITY CERTIFICATION NUMBER 32709WQ11 FOR THE STATE ROUTE
681SAN BENANCIO BROAD INTERSECTION IMPROVEMENTS PROJECT,
MONTEREY COUNTY-
Thank you for the opportunity to review your September 10, 2009 water quality
certification application for the State Route 68/San Benancio Road Intersection.
Improvements Project. The application was completed in September, 2009. The
project proposes to widen San Benancio Road to 12 feet to provide a separate
north-to-eastbound right-turn lane and an additional southbound merge lane, and to
construct retaining walls along the east side of San Benancio Road. The project also-
proposes to install one column and approximately 24.0 feet of widening to the bridge
across El Toro Creek. The project will discharge to'EI Toro Creek. We have determined
the project,. including proposed mitigation measures, will comply with water quality
standards and other appropriate requirements, as defined by Title 23, Section 3831 v)
of the California Code of Regulations. Your application demonstrates: a). you will take
all practicable measures to-avoid impacts, b) where unavoidable temporary impacts
take place, you will restore waters and vegetation to pre-project conditions as.quickly as
practicable, and c) where unavoidable permanent impacts take place, the project will
result in no net loss of wetland, riparian area, or headwater functions, including onsite
habitat, habitat connectivity, floodwater retention, and pollutant removal.
The Executive Officer hereby grants water quality certification, subject to the following
conditions:
SPECIAL CONDITIONS:
1. The project shall be carried out as described in the application, including all
proposed time schedules.
2. The project area discharge shall not exceed 0.0002 acres.
California Environmental Protection Agency
APPENDIX A REGULATORY PERMIT; Pdfff 76
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IN-U012
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2011-U012
JANUARY-U012
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2011,-U012
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7/19/2010-U011
ROUTE-U012
68-U012
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ROAD-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??b??County of'Monterey Certification No. 32709WQ11 December 4, 2009
3. All proposed mitigation, monitoring, and Best Management Practices shall be'
implemented in the manner and at the time(s) described in the application
package.
4. Prior to implementation of any modifications to the project or mitigation
measures, the Water Board and other interested agencies shall be notified in
writing.
5. The discharge shall not do any of the following: a) directly or indirectly
destabilize a bed of a receiving water, b) contribute to significant cumulative
effects, c) cause pollution, contamination, or nuisance as defined by Water
Code section 13050), d) adversely affect candidate, threatened, or endangered
species, e) degrade water quality or beneficial uses, f) be toxic, g) include
hazardous substances as defined by Water Code section 13050) or designated
waste as defined by Water Code section 13173).
STANDARD CONDITIONS:
1. This certification action is subject to modification or revocation upon
administrative or judicial review, including review and amendment pursuant to
section 13330 of the California Water Code and section 3867 of Title 23 of the
California Code of Regulations 23 CCR).
2. This certification action is not intended to apply to any discharge,from any activity
involving a hydroelectric facility requiring a Federal Energy Regulatory
Commission FERC) license or an amendment to a FERC license unless the
pertinent certification application was filed per to 23 CCR subsection 3855(b) and
the application specifically identified that a FERC license or amendment to a
FERC license was being sought.
3. The validity of any non-denial certification action shall be conditioned upon total
payment of the fee required under 23 CCR section 3833, unless otherwise stated
in writing by the certifying agency.
4. This certification is subject to the acquisition of all local, regional, state, and
federal permits and approvals as required by law. Failure to meet any conditions
contained herein or any the conditions contained in any other permit or approval
issued by the State of California or any subdivision thereof may result in the
revocation of this Certification and civil or criminal liability.
5. In the event of a violation or threatened violation of this certification, the violation
or threatened violation shall be subject to any remedies, penalties, process or
sanctions as provided for under state law. For purposes of Section 401(d) of the
Clean Water Act, the applicability of any state law authorizing remedies,
penalties, process or sanctions for the violation or threatened violation
APPENDIX A REGULATORY PERMITS,
f?4 76
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BOOK ONE - CONTRACT NO. 10-11??c??County of Monterey Certification No 32709WQI1 December 4, 2009
constitutes a limitation necessary to assure compliance with the water quality
standards and other pertinlent requirements incorporated into this certification.
6. In response to a suspected violation of any condition of this certification, the
Water Board may require the holder of any permit or license subject to this
certification to furnish, under penalty of perjury, any technical or monitoring
reports the Water Board deems appropriate, provided that the burden, including
costs, of the reports shall have a reasonable relationship to the need for the
reports and the benefits obtained from the reports.
Per California Code of Regulations Section 3857, we anticipate no further action on
your application. Should new information come to our attention that indicates a water
quality problem, we may reassess the conditions of this certification or issue Waste
Discharge Requirements.
If you have questions please contact Jennifer Epp at 805) 594-6181 or via email at
jepp(c~waterboards.ca.gov or Phil Hammer at 805) 549-3882. Please mention the
above-certification number in all future correspondence pertaining to this project:
Sincerely,
Roger W. Briggs
Executive Officer
S:\Section 401 Certification\Certifications\Monterey\State Route 68-San Benancio Road Intersection Improvements.doc
cc:
Namat Hosseinion
Dokken Engineering
2365 Iron Point Road, Suite 200
Folsom,,CA 95630
Matthew W. Vandersande
U.S. Army Corps of iEngineers
Ventura Office
Regulatory Section
2151 Allesandro Drive, Suite 110
Ventura, CA 93001
U.S. Army Corps of Engineers
San Francisco District
Regulatory Section
1455 Market Street, Floor 17
San Francisco, CA. 94103-1368
California Department of Fish and Game
Lake and Streambed Alteration
1234 East Shaw Street
Fresno, CA 93710
APPENDIX A REGULATORY PERMITS, Ppgeeg I0pf476
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8/4/2010-U04
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15366-U05
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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STATE-U012
ROUTE-U012
68-U012
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NO.-U012
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CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??d??County of Monterey Certification No. 32709WQ1 I
Suzanne Deleon
California Department of Fish and Game
Lake and Streambed Alteration
PO Box 47
Yountville, CA 94599
401 Program Manager
State Water Resources Control Board
Division of Water Quality
Stateboard401 a)waterboards.ca.gov
R9-WTRB-MailboxCa)-epa.gov
December 4, 2009
APPENDIX A REGULATORY PERMITS, Pegg to 76
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ON-U012
JANUARY-U012
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BUDGET.-U012
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40444-U01
BOOK-U02
ONE-U02
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FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
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C1-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
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CONDUCT-U07
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HEARING-U07
TO-U07
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TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
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MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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C.-U012
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IN-U012
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JANUARY-U012
17,-U012
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JANUARY-U012
24,-U012
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OF-U012
STATE-U012
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40453-U01
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17,-U012
2011-U012
JANUARY-U012
24,-U012
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BOOK ONE - CONTRACT NO. 10-11??e??r-IN
California Regional WaterQuality Control Board
da Adams Central Coast Region
L'i
n
Secretary for
Environmental
Protection
December 4, 2009
Enrique Saavedra
County of Monterey
168 West Alisal Street
Salinas, CA 93901
Dear Mr. Saavedra:
Internet Address: http://www.waterboards.ca.gov/centralcoast/
895 Aerovista Place, Suite 101, San Luis Obispo, California 93401
Phone 805) 549-3147 FAX 805) 543-0397
Arnold
Schwarzenegger
Governor
WATER QUALITY CERTIFICATION NUMBER 32709WQ1I FOR THE STATE,ROUTE
681SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS PROJECT,
MONTEREY COUNTY.
Thank you for the opportunity to review your September 10, 2009 water quality
certification application for the State Route 68/San Benancio Road Intersection
improvements Project. The application was completed in September, 2009. The:.
project proposes to widen San Benancio Road to 12 feet to provide a separate
north-to-eastbound right-turn lane and an additional southbound merge lane, and to
construct retaining walls along the east side of San Benancio Road. The project also-
proposes to install one column and approximately 24.0 feet of widening to the bridge
across El Toro Creek. The project will discharge to El Toro Creek. We have determined.
the project,. including 1proposed mitigation measures, will comply with water quality
standards and other appropriate requirements, as defined by Title 23, Section 3831(v)
of the California Code of Regulations. Your application demonstrates: a). you will take
all practicable measures to- avoid impacts, b) where unavoidable temporary impacts
take place, you will restore waters and vegetation to pre-project conditions as quickly as
practicable, and c) where unavoidable permanent impacts take place, the,project will
result in no net loss of wetland, riparian area, or headwater functions, including onsite
habitat, habitat connectivity, floodwater retention, and pollutant removal.
The Executive Officer hereby grants water quality certification, subject to the following
conditions:
SPECIAL CONDITIONS:
1. The project shall be carried out as described in the application, including all
proposed time schedules.
2. The project area discharge shall not exceed 0.:0002 acres.
California Environmental Protection Agency
APPENDIX A REGULATORY PERMI P' ie64 of 76
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300-PUBLIC-U08
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FERNANDEZ-U09
VERONICA-U09
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7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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JANUARY-U012
17,-U012
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JANUARY-U012
24,-U012
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40444-U01
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??f??County of'Monterey Certification No. 32709WQ11 December 4, 2009
3. All proposed mitigation, monitoring, and Best Management Practices shall be,
implemented in the manner and at the time(s) described in the application
package.
4. Prior to implementation of any modifications to the project or mitigation
measures, the Water Board and other interested agencies shall be notified in
writing.
5. The discharge shall not do any of the following: a) directly or indirectly
destabilize a bed of a receiving water, b) contribute to significant cumulative
effects, c) cause pollution, contamination, or nuisance as defined by Water
Code section 13050), d) adversely affect candidate, threatened, or endangered
species, e) degrade water quality or beneficial uses, f) be toxic, g) include
hazardous substances as defined by Water Code section 13050) or designated
waste as defined by Water Code section 13173).
STANDARD CONDITIONS:
1. This certification action is subject to modification or revocation upon
administrative or judicial review, including review and amendment pursuant to
section 13330 of the California Water Code and section 3867 of Title 23 of the
California Code' of Regulations 23 CCR).
2. This certification action is not intended to apply to any discharge.from any activity
involving a hydroelectric facility requiring a Federal Energy Regulatory
Commission FERC) license or an amendment to a FERC license unless the
pertinent certification application was filed per to 23 CCR subsection 3855(b) and
the application specifically identified that a FERC license or amendment to a
FERC license was being sought.
3. The validity of any non-denial certification action shall be conditioned upon total
payment of the fee required under 23 CCR section 3833, unless otherwise stated
in writing by the certifying agency.
4. This certification is subject to the acquisition of all local, regional, state, and
federal permits and approvals as required by law. Failure'to meet any conditions
contained herein or any the conditions contained in any other permit or approval
issued by the State of California or any subdivision thereof may result in the
revocation of this Certification and civil or criminal liability.
5. In the event of a violation or threatened violation of this certification, the violation
or threatened violation shall be subject to any remedies, penalties, process or
sanctions as provided for under state law. For purposes of Section 401(d) of the
Clean Water Act, the applicability of any state law authorizing remedies,
penalties, process or sanctions for the violation or threatened violation
APPENDIX A REGULATORY PERMITS, efo4 76
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BY-U012
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17,-U012
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JANUARY-U012
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7/19/2010-U011
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SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
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ADOPTING-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
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OF-U012
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OF-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??g??County of Monterey Certification No. 32709WQ1 I Decem.ber 4, 2009
constitutes a limitation necessary to assure compliance with the water quality
standards and other pertinent requirements incorporated into this certification.
6. In response to a suspected violation of any condition of this certification, the
Water Board may require the holder of any permit or license subject to this
certification to furnish, under penalty of perjury, any technical or monitoring
reports the Water Board deems appropriate, provided that the burden, including
costs, of the reports shall have a reasonable relationship to the need for the
reports and the benefits obtained from the reports.
Per California Code of Regulations Section 3857, we anticipate no further action on
your application. Should new information come to our attention that indicates a water
quality problem, we may reassess the conditions of this certification or issue Waste
Discharge Requirements.
If you have questions please contact Jennifer Epp at 805) 594-6181 or via email at
jep.p(a.waterboards.ca.gov or Phil Hammer at 805) 549-3882. Please mention the
above-certification number in all future correspondence pertaining to this project.::
Sincerely,
Roger W. Briggs
Executive LOffi'cer
S:\Section 401 Certification\Certifications\Monterey\State'Route 68-San Benancio Road Intersection Improvements.doc
cc:
NNamat Hosseinion
Dokken Engineering
2365 Iron Point Road, Suite 200
Folsom, CA 95630
Matthew W. Vandersande
U.S. Army Corps of Engineers
Ventura Office
Regulatory Section
2151 Allesandro,:Drive, Suite 110
Ventura, CA 93001
U.S. Army Corps of Engineers
San Francisco District
Regulatory Section
1455 Market Street, Floor 17
San Francisco, CA. 94103-1368
California Department of Fish and Game
Lake and Streambed Alteration
1234 East Shaw Street
Fresno, CA 93710
O 76
APPENDIX A REGULATORY PERMITS, P~g J
AT-
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17,-U012
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JANUARY-U012
17,-U012
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OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??h??County of Monterey Certification No. 32709WQ1 I
Suzanne Deleon
California Department of Fish and Game
Lake and Streambed Alteration
PO Box 47
Yountville, CA 94599
401 Program Manager
State Water Resources Control Board
Division of Water Quality
Stateboard401(a,waterboards.ca.gov
R9-WTR8-Mailbox(u).epa.gov
December 4, 2009
APPENDIX A REGULATORY PERMITS, 04%,P4 fob 76
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BOOK ONE - CONTRACT NO. 10-11??i??Linda S Adams
Secretary for
Environmental Protection
State Water Resources Control Board
Division of Water Quality
1001 1 Street Sacramento, California 95814 916) 341-5537
Mailing Address: P.O. Box 1977 Sacramento, California- 95812-1977
Arnold Schwarzenegger
Governor
FAX 916) 341-5543 Internet Address: http://www.waterboards.ca.gov/water issues/programs/stormwater/
CHECKLIST FOR SUBMITTING A NOTICE OF INTENT
In order for the State Water Resources Control Board to expeditiously process your Notice of
Intent NOI), the following items must be submitted to either of the addresses indicated below:
NOI please keep a copy for your files) with all applicable sections completed and
original signature of the landowner or signatory agent;
Check made out to the State Water Resources Control Board"
See reverse for listing of fees by acre. The fee is based on the Total Acres to be
Disturbed" for the life of the project.
/ 3. */ Site Map of the facility see NOI instructions). DO NOT SEND BLUEPRINTS
U.S. Postal Service Address
State Water Resources Control Board
Division of Water Quality
Attn: Storm Water Section
P.O. Box 1977
Sacramento, CA 95812-1977
Overnight Mailing Address
State Water Resources Control Board
Division Of Water Quality
Attn: Storm Water, 15th Floor
1001 I Street
Sacramento, CA 95814
NOIs are processed in the order they are received. A NOI receipt letter will be mailed to the land
owner within approximately two weeks. Incomplete NOI submittals will be returned to the
landowner's address within the same timeframe and will specify the reason(s) for return. If you
need a receipt letter by a specific date for example, to provide to a local agency), we advise that
you submit your NOI thirty 30) days prior to the date the receipt letter is needed.
Please do not call us to verify your NOI status. A copy of your NOI receipt letter will be
available on our web page within twenty-four 24) hours of processing. Go to:
http://www.waterboards.ca.c,ov/water issues/programs/stormwater/databases.shtml
to retrieve an electronic copy of your NOI receipt letter. If you have any questions regarding this
matter, please contact us at 916) 341-5537.
APPENDIX A REGULATORY PERMITS, Page 5-7 of 76
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BOOK ONE - CONTRACT NO. 10-11??j??Construction Annual Fees by Acre
Partial Acreage rounded to nearest whole number
Acres Fee 21 Percent
Ambient Total
0 $238 $50 $288
1 $262 $55 $317
2 $286 $60 $346
3 $310 $65 $375
4 $334 $70 $404
5 $358 $75 $433
6 $382 $80 $462
7 $406 $85 $491
8 $430 $90 $520
9 $454 $95 $549
10 $478 $100 $578
11 $502 $105 $607
12 $526 $110 $636
13 $550 $116 $666
14 $574 $121 $695
15 $598 $126 $724
16 $622 $131 $753
17 $646 $136 $782
18 $670 $141 $811
19 $694 $146 $840
20 $718 $151 $869
21 $742 $156 $898
22 $766 $161 $927
23 $790 $166 $956
24 $814 $171 $985
25 $838 $176 $1,014
26 $862 $181 $1,043
27 $886 $186 $1,072
28 $910 $191 $1,101
29 $934 $196 $1,130
30 $958 $201 $1,159
31 $982 $206 $1,188
32 $1,006 $211 $1,217
33 $1,030 $216 $1,246
34 $1,054 $221 $1,275
35 $1,078 $226 $1,304
36 $1,102 $231 $1,333
37 $1,126 $236 $1,362
38 $1,150 $242 $1,392
39 $1,174 $247 $1,421
40 $1,198 $252 $1,450
41 $1,222 $257 $1,479
42 $1,246 $262 $1,508
43 $1,270 $267 $1,537
44 $1,294 $272 $1,566
45 $1,318 $277 $1,595
46 $1,342 $282 $1,624
47 $1,366 $287 $1,653
48 $1,390 $292 $1,682
49 $1,414 $297 $1,711
50 $1,438 $302 $1,740
APPENDIX A REGULATORY PERMITS, Page 4e of 76
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BOOK ONE - CONTRACT NO. 10-11??k??State Water Resources Control Board
NOTICE OF INTENT
TO COMPLY WITH THE TERMS OF THE
GENERAL PERMIT TO DISCHARGE STORM WATER
ASSOCIATED WITH CONSTRUCTION ACTIVITY WQ ORDER No. 99-08-DWQ)
1. NOI STATUS SEE INSTRUCTIONS
Attachment 2
MARK ONLY ONE ITEM 1. 9 New Construction 2. Change of Information for WDID#
II. PROPERTY OWNER
Name
County of Monterey Contact Person
Enrique Saavedra
Mailing Address
168 West Alisal Street Title
Senior Civil Engineer
City
Salinas State
CA Zip
93901 Phone
831) 755-8970
Owner Type check one) 1.[ Private Individual 2.[ Business 3.[K]Municipal 4.[ State 5.[ Federal 6.[ Other
III. DEVELOPER/CONTRACTOR INFORMATION
Developer/Contractor
Doldcen Engineering
Mailing Address
2365 Iron Point Road, Suite 200
City
Folsom
IV. CONSTRUCTION PROJECT INFORMATION
Contact Person
Namat Hosseinion
Title
Senior Environmental Planner
State
CA
Zip
95630
Phone
916) 858-0642
Site/Project Name Site Contact Person
State Route 68/San Benancio Road Improvement Project Enrique Saavedra
Physical Address/Location Latitude Longitude County
Just south of the SR-68/San Benancio Road Intersection 36 0 121 o Monterey
City or nearest City) Zip Site Phone Number Emergency Phone Number
Salinas 93908 831) 755-8970 916) 858-0642
A. Total size of construction site area: C. Percent of site imperviousness including rooftops):
3.23 Acres 4
64 D. Tract Number(s):
% Before Construction:
B. Total area to be disturbed:
3.23 Acres % of total 100 79.4
After Construction: %
E. Mile Post Marker:
F. Is the construction site part of a larger common plan of development or sale? G. Name of plan or development:
YES NO N/A
8 /01 / 10
d J. Projected construction dates:
H. Construction commencement
ate: t: 10 / 15 / 11
8 / 1 /11 C
l
t
di
|1013|
9% omp
e
e projec
Complete gra
ng:
1. % of site to be mass graded:
K. Type of Construction Check all that apply):
1. Residential 2. Commercial 3. Industrial 4.^ Reconstruction 5.[R Transportation
6. Utility Description: 7.7 Other Please List):
V. BILLING INFORMATION
SEND BILL TO: Name Contact Person
OWNER
as In II. above)
DEVELOPER Mailing Address Phone/Fax
as in III. above)
City State Zip
El OTHER
enter information at
right)
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??l??VI. REGULATORY STATUS
A. Has a local agency approved a required erosion/sediment control plan? YES NO
Does the erosion/sediment control plan address construction activities such as infrastructure and structures? YES NO
Name of local agency: County of Monterey Phone: 831) 755-8970
B. Is this project or any part thereof, subject to conditions imposed under a CWA Section 404 permit of 401 Water Quality Certification? YES No
If yes, provide details:
401 Cert. Granted on December 4, 2009 attached)
VII. RECEIVING WATER INFORMATION
A. Does the storm water runoff from the construction site discharge to Check all that apply):
1. 9 Indirectly to waters of the U.S.
2. Storm drain system Enter owner's name:
3. Directly to waters of U.S. e.g. river, lake, creek, stream, bay, ocean, etc.)
B. Name of receiving water: river, lake, creek, stream, bay, ocean): El Toro Creek
VIII. IMPLEMENTATION OF NPDES PERMIT REQUIREMENTS
A. STORM WATER POLLUTION PREVENTION PLAN SWPPP) check one)
A SWPPP has been prepared for this facility and is available for review: Date Prepared: Date Amended: /
A SWPPP will be prepared and ready for review by enter date): 8 / 1 / 10
A tentative schedule has been included in the SWPPP for activities such as grading, street construction, home construction, etc.
B. MONITORING PROGRAM
A monitoring and maintenance schedule has been developed that includes inspection of the construction BMPs before
anticipated storm events and after actual storm events and is available for review.
If checked above: A qualified person has been assigned responsibility for pre-storm and post-storm BMP inspections
to identify effectiveness and necessary repairs or design changes YES ja NO
Name:
C. PERMIT COMPLIANCE RESPONSIBILITY
Phone:
A qualified person has been assigned responsibility to ensure full compliance with the Permit, and to implement all elements of the Storm Water Pollution
Prevention Plan including:
1. Preparing an annual compliance evaluation YES NO
Name: To be determined
Phone:
2. Eliminating all unauthorized discharges YES M NO
IX. VICINITY MAP AND FEE must show site location in relation to nearest named streets, intersections, etc.)
Have you included a vicinity map with this submittal? X YES R NO
Have you included payment of the annual fee with this submittal? YES NO
X. CERTIFICATIONS
I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. In addition, I certify that I have read the
entire General Permit, including all attachments, and agree to comply with and be bound by all of the provisions, requirements, and prohibitions of the permit, including
the development and implementation of a Storm Water Pollution Prevention Plan and a Monitoring Program Plan will be complied with."
Printed Name: Yazdan T. Emrani, P.E.
Signature:
Title: Director of Public Works
Date: June 22, 2010
APPENDIX A REGULATORY PERMITS, Page & y of 76
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BOOK ONE - CONTRACT NO. 10-11??m??O O
Q
Swn Uc
Cwwq
PROJECT
VICINITY
|10 13|
Hvwwq
Connly
PROJECT
AREA
Q PASEO
DE.VAQUEROS
cREgl~;:
PASEO HERMOSO i.
FwaClnra
Lewrr
OAK~TREE
REPLACEMENTAREA' t?
FIGURE 1
300 600 METERS
1000 2000 FEET
SOURCE: USGS 7.5' QUAD, SPRECKELS, MONTEREY,'CA.
MEC2PeiA07) REGULATORY PERMITS, Page of 76
SR-68/San Benancio Road Intersection Improvement
Vicinity Map
05-MON-68 KP 21.1/21.7 PM 13.1/13.5)
05-OH8100
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BOOK ONE - CONTRACT NO. 10-11??n??111-IN
California Regional Water Quality Control Board
Central Coast Region
d
ams
Linda r>.
Secretaryfor
Environmental
Protection
December 4, 2009
Enrique Saavedra
County of Monterey
168 West Alisal Street
Salinas, CA 93901
Dear Mr. Saavedra:
Internet Address: http://www.waterboards.ca.gov/centralcoastJ
895 Aerovista Place, Suite 101, San Luis Obispo, California 93401
Phone 805) 549-3147 FAX 805) 543-0397
Arnold
Schwarzenegger
Governor
WATER QUALITY CERTIFICATION NUMBER 32709WQ11 FOR THE STATEROUTE
681SAN BENANGIO ROAD INTERSECTION IMPROVEMENTSPROJECT,
MONTEREY COUNTY.
Thank you for the opportunity to review your September 10, 2009 water quality
certification application for the State Route 68/San Benancio Road Intersection.
Improvements Project. The application was completed in September, 2009. The
project proposes to widen San Benancio Road to 12 feet to provide a separate
north-to-eastbound right-turn lane and an additional southbound merge lane, and to
construct retaining walls along the east side of San Benancio Road. The project also'
proposes to install one column and approximately 24.0 feet of widening to the bridge
across El Toro Creek. The project will discharge to El Toro Creek. We have determined
the project,. including proposed mitigation measures, will comply with water quality
standards and other appropriate requirements, as defined by Title 23, Section 3831(v)
of the California Code of Regulations. Your application demonstrates: a).you will take
all practicable measures to- avoid impacts, b) where unavoidable temporary impacts
take place, you will restore waters and vegetation to pre-project conditions as,quickly as
practicable, and c) where unavoidable permanent impacts take place, the project will
result in no net loss of wetland, riparian area, or headwater functions, including onsite
habitat, habitat connectivity, floodwater retention, and pollutant removal.
The Executive Officer hereby grants water quality certification, subject to the following
conditions:
SPECIAL CONDITIONS:
1. The project shall be carried out as described in the application, including all
proposed time schedules.
2. The project area discharge shall not exceed 0.0002 acres.
California Environmental Protection Agency
APPENDIX A REGULATORY PERMITT,PPag` pof 76
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OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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BUDGET.-U012
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40453-U01
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FO85769-U03
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MG89556-U03
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AS89581-U03
AI93754-U03
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C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
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TO-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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B.-U012
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MAKING-U012
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PROGRAM-U012
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C.-U012
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NO.-U012
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05-0H8220,-U012
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PLANS-U012
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E.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??o??County of'Monterey Certification No. 32709WQl l December 4, 2009
3. All proposed mitigation, monitoring, and Best Management Practices shall be'
implemented in the manner and at the time(s) described in the application
package.
4. Prior to implementation of any modifications to the project or mitigation
measures, the Water Board and other interested agencies shall be notified in
writing.
5. The discharge shall not do any of the following: a) directly or indirectly
destabilize a bed of a receiving water, b) contribute to significant cumulative
effects, c) cause pollution, contamination, or nuisance as defined by Water
Code section 13050), d) adversely affect candidate, threatened, or endangered
species, e) degrade water quality or beneficial uses, f) be toxic, g) include
hazardous substances as defined by Water Code section 13050) or designated
waste as defined by Water Code section 13173).
STANDARD CONDITIONS:
1. This certification action is subject to modification or revocation upon
administrative or judicial review, including review and amendment pursuant to
section 13330 of the California Water Code and section 3867 of Title 23 of the
California Code of Regulations 23 CCR).
2. This certification action is not intended to apply to any discharge from any activity
involving a hydroelectric facility requiring a Federal Energy Regulatory
Commission FERC) license or an amendment to a FERC license unless the
pertinent certification application was filed per to 23 CCR subsection 3855(b) and
the application specifically identified that a FERC license or amendment to a
FERC license was being sought.
3. The validity of any non-denial certification action shall be conditioned upon total
payment of the fee required under 23 CCR section 3833, unless otherwise stated
in writing by the certifying agency.
4. This certification is subject to the acquisition of all local, regional, state, and
federal permits and approvals as required by law. Failure'to meet any conditions
contained herein or any the conditions contained in any other permit or approval
issued by the State of California or any subdivision thereof may result in the
revocation of this Certification and civil or criminal liability.
5. In the event of a violation or threatened violation of this certification, the violation
or threatened violation shall be subject to any remedies, penalties, process or
sanctions as provided for under state law. For purposes of Section 401(d) of the
Clean Water Act, the applicability of any state law authorizing remedies,
penalties, process or sanctions for the violation or threatened violation
APPENDIX A REGULATORY PERMITS, P.a~e fo4 76
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7/19/2010-U011
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ON-U012
JANUARY-U012
17,-U012
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JANUARY-U012
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FERNANDEZV-U10
7/19/2010-U011
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ROAD-U012
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JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
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OF-U012
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BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??p??County of Monterey Certification No,. 32709WQ11 December 4, 2009
constitutes a limitation necessary to assure compliance with the water quality
standards and other pertinent requirements incorporated into this certification.
6. In response to a suspected violation of any condition of this certification, the
Water Board may require the holder of any permit or license subject to this
certification to furnish, under penalty of perjury, any technical or monitoring
reports the Water Board deems appropriate, provided that the burden, including
costs, of the reports shall have a reasonable relationship to the need for the
reports and the benefits obtained from the reports.
Per California Code of Regulations Section 3857, we anticipate no further action on
your application. Should new information come to our attention that indicates a water
quality problem, we may reassess the conditions of this certification or issue Waste
Discharge Requirements.
If you have questions please contact Jennifer Epp at 805) 594-6181 or via email at
jep.p(a)-waterboards.ca.gov or Phil Hammer at 805) 549-3882. Please mention the
above,certification number in all future correspondence pertaining to this project:
Sincerely,
Roger WBriggs
Executive LOfficer,
S:\Section 401 Certification\CerUfications\Monterey\State'Route 68-San Benancio Road Intersection Improvements. doe
cc:
Namat Hosseinion U.S. Army Corps of Engineers
Dokken Engineering San Francisco District
2365 Iron Point Road, Suite 200 Regulatory Section
Folsom, CA 95630 1455 Market Street, Floor 17
San Francisco, CA. 94103-1368
Matthew W. Vandersande
U.S. Army Corps of Engineers
Ventura Office
Regulatory Section
2151 Allesandro Drive, Suite 110
Ventura, CA 93001
California Department of Fish and Game
Lake and Streambed Alteration
1234 East Shaw Street
Fresno, CA 93710
APPENDIX A REGULATORY PERMITS, %b 10 e fo 76
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BOOK ONE - CONTRACT NO. 10-11??q??County of Monterey Certification No. 32709WQ11
Suzanne Deleon
California Department of Fish and Game
Lake and Streambed Alteration
PO Box 47
Yountville, CA 94599
401 Program Manager
State Water Resources Control Board
Division of Water Quality
Stateboard401 nawaterboards.ca.gov
R9-WTR8-Mailbox(a),epa.gov
J
December 4, 2009
APPENDIX A REGULATORY PERMITS, Ea g~_o.of 76
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BOOK ONE - CONTRACT NO. 10-11??r??APPENDIX A REGULATORY PERMITS, Page oof 76
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BOOK ONE - CONTRACT NO. 10-11??s??1
Linda S Adams
Secretaryfor
Environmental Protection
State Water Resources Control Board
Division of Water Quality
1001 1 Street Sacramento, California 95814 916) 341-5537
Mailing Address: P.O. Box 1977 Sacramento, California 95812-1977
Arnold Schwarzenegger
Governor
FAX 916) 341-5543 Internet Address: http://www.waterboards.ca.gov/water issues/programs/stormwater/
CHECKLIST FOR SUBMITTING A NOTICE OF INTENT
In order for the State Water Resources Control Board to expeditiously process your Notice of
Intent NOT), the following items must be submitted to either of the addresses indicated below:
1. V
NOT please keep a copy for your files) with all applicable sections completed and
original signature of the landowner or signatory agent;
2. Check made out to the State Water Resources Control Board"
See reverse for listing of fees by acre. The fee is based on the Total Acres to be
Disturbed" for the life of the project.
3. Site Map of the facility see NO] instructions). DO NOT SEND BLUEPRINTS
U.S. Postal Service Address Overnight Mailing Address
State Water Resources Control Board State Water Resources Control Board
Division of Water Quality Division Of Water Quality
Attn: Storm Water Section Attn: Storm Water, 15th Floor
P.O. Box 1977 1001 I Street
Sacramento, CA 95812-1977 Sacramento, CA 95814
NOIs are processed in the order they are received. A NOT receipt letter will be mailed to the land
owner within approximately two weeks. Incomplete NO] submittals will be returned to the
landowner's address within the same timeframe and will specify the reason(s) for return. If you
need a receipt letter by a specific date for example, to provide to a local agency), we advise that
you submit your NOI thirty 30) days prior to the date the receipt letter is needed.
Please do not call us to verify your NOT status. A copy of your NOT receipt letter will be
available on our web page within twenty-four 24) hours of processing. Go to:
http://www.waterboards.ca.gov/water issues/programs/stormwater/databases.shtml
to retrieve an electronic copy of your NOT receipt letter. If you have any questions regarding this
matter, please contact us at 916) 341-5537.
APPENDIX A REGULATORY PERMITS, Page j of 76
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BY-U012
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OR-U012
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NO.-U012
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05-0H8220,-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
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NO.-U02
10-111065-U02
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
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MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
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STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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IMPROVEMENTS,-U012
STATE-U012
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NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
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TO-U012
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IN-U012
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ON-U012
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8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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CONDUCT-U07
A-U07
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TO-U07
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TO-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
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7/19/2010-U011
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IMPROVEMENTS-U012
BY-U012
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OR-U012
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B.-U012
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A-U012
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APPROPRIATE-U012
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PROGRAM-U012
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ROUTE-U012
68-U012
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C.-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11??t??Construction Annual Fees by Acre
Partial Acreage rounded to nearest whole number
Acres Fee 21 Percent
Ambient Total
0 $238 $50 $288
1 $262 $55 $317
2 $286 $60 $346
3 $310 $65 $375
4 $334 $70 $404
5 $358 $75 $433
6 $382 $80 $462
7 $406 $85 $491
8 $430 $90 $520
9 $454 $95 $549
10 $478 $100 $578
11 $502 $105 $607
12 $526 $110 $636
13 $550 $116 $666
14 $574 $121 $695
15 $598 $126 $724
16 $622 $131 $753
17 $646 $136 $782
18 $670 $141 $811
19 $694 $146 $840
20 $718 $151 $869
21 $742 $156 $898
22 $766 $161 $927
23 $790 $166 $956
24 $814 $171 $985
25 $838 $176 $1,014
26 $862 $181 $1,043
27 $886 $186 $1,072
28 $910 $191 $1,101
29 $934 $196 $1,130
30 $958 $201 $1,159
31 $982 $206 $1,188
32 $1,006 $211 $1,217
33 $1,030 $216 $1,246
34 $1,054 $221 $1,275
35 $1,078 $226 $1,304
36 $1,102 $231 $1,333
37 $1,126 $236 $1,362
38 $1,150 $242 $1,392
39 $1,174 $247 $1,421
40 $1,198 $252 $1,450
41 $1,222 $257 $1,479
42 $1,246 $262 $1,508
43 $1,270 $267 $1,537
44 $1,294 $272 $1,566
45 $1,318 $277 $1,595
46 $1,342 $282 $1,624
47 $1,366 $287 $1,653
48 $1,390 $292 $1,682
49 $1,414 $297 $1,711
50 $1,438 $302 $1,740
APPENDIX A REGULATORY PERMITS, Page of 76
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BOOK ONE - CONTRACT NO. 10-11??u??State Water Resources Control Board
NOTICE OF INTENT
TO COMPLY WITH THE TERMS OF THE
GENERAL PERMIT TO DISCHARGE STORM WATER
ASSOCIATED WITH CONSTRUCTION ACTIVITY WO ORDER No. 99-08-DWQ)
1. NO[ STATUS SEE INSTRUCTIONS)
II. PROPERTY OWNER
Name
County of Monterey
Mailing Address
168 West Alisal Street
City
Salinas
Contact Person
Enrique Saavedra
Title
Senior Civil Engineer
State
CA
Zip
93901
Owner Type check one) 1.1 Private Individual 2.[ Business 3.[K]Municipal 4.1 State
III. DEVELOPER/CONTRACTOR INFORMATION
Phone
831) 755-8970
5.[ Federal
Attachment 2
6.[ Other
Developer/Contractor Contact Person
Dokken Engineering Namat Hosseinion
Mailing Address Title
2365 Iron Point Road, Suite 200 Senior Environmental Planner
City State Zip Phone
Folsom CA 95630 916) 858-0642
IV. CONSTRUCTION PROJECT INFORMATION
Site/Project Name Site Contact Person
State Route 68/San Benancio Road Improvement Project Enrique Saavedra
Physical Address/Location Latitude Longitude County
Just south of the SR-68/San Benancio Road Intersection 36 0 121 Monterey
City or nearest City) Zip Site Phone Number Emergency Phone Number
Salinas 93908 831) 755-8970 916) 858-0642
A. Total size of construction site area: C. Percent of site imperviousness including rooftops):
3.23 Acres 64.4 D. Tract Number(s):
Before Construction:
B. Total area to be disturbed:
3.23 Acres % of total 100 79 4
After Construction: %
E. Mile Post Marker:
F. Is the construction site part of a larger common plan of development or sale? G. Name of plan or development:
YES NO N/A
8 /01 / 10
d J. Projected construction dates:
ate:
H. Construction commencement ct: 10 15 / 11
8 / 1 /11
l
t
di
C
e
|1013|
9%
omp
e proje
ng:
e
Complet
gra
1. % of site to be mass graded:
K. Type of Construction Check all that apply):
1. Residential 2. Commercial 3. Industrial 4.^ Reconstruction 5.[e Transportation
6. Utility Description: 7. Other Please List):
V. BILLING INFORMATION
SEND BILL TO: Name Contact Person
OWNER
as in It. above)
Mailing Address Phone/Fax
DEVELOPER
as in Ill. above)
City State Zip
OTHER
enter information at
right)
/I Q
APPENDIX A REGULATORY PERMITS, Page
La 1 of 76
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BOOK ONE - CONTRACT NO. 10-11??v??VI. REGULATORY STATUS
A. Has a local agency approved a required erosion/sediment control plan? YES NO
Does the erosion/sediment control plan address construction activities such as infrastructure and structures? YES NO
Name of local agency: County of Monterey Phone: 831) 755-8970
B. Is this project or any part thereof, subject to conditions imposed under a CWA Section 404 permit of 401 Water Quality Certification? YES No
If yes, provide details:
401 Cert. Granted on December 4, 2009 attached)
VII. RECEIVING WATER INFORMATION
A. Does the storm water runoff from the construction site discharge to Check all that apply):
1. 91 Indirectly to waters of the U.S.
2. Storm drain system Enter owner's name:
3. Directly to waters of U.S. e.g., river, lake, creek, stream, bay, ocean, etc.)
B. Name of receiving water: river, lake, creek, stream, bay, ocean): El Toro Creek
VIII. IMPLEMENTATION OF NPDES PERMIT REQUIREMENTS
A. STORM WATER POLLUTION PREVENTION PLAN SWPPP) check one)
A SWPPP has been prepared for this facility and is available for review: Date Prepared: Date Amended: /
A SWPPP will be prepared and ready for review by enter date): 8 / 1 / 10
A tentative schedule has been included in the SWPPP for activities such as grading, street construction, home construction, etc.
B. MONITORING PROGRAM
A monitoring and maintenance schedule has been developed that includes inspection of the construction BMPs before
anticipated storm events and after actual storm events and is available for review.
If checked above: A qualified person has been assigned responsibility for pre-storm and post-storm BMP inspections
to identify effectiveness and necessary repairs or design changes YES K NO
Name:
C. PERMIT COMPLIANCE RESPONSIBILITY
Phone:
A qualified person has been assigned responsibility to ensure full compliance with the Permit, and to implement all elements of the Storm Water Pollution
Prevention Plan including:
1. Preparing an annual compliance evaluation YES NO
Name: To be determined
Phone:
2. Eliminating all unauthorized discharges VI YES n NO
IX. VICINITY MAP AND FEE must show site location in relation to nearest named streets, intersections, etc.
Have you included a vicinity map with this submittal? YES NO
Have you included payment of the annual fee with this submittal? YES NO
X. CERTIFICATIONS
I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fine or imprisonment. In addition, I certify that I have read the
entire General Permit, including all attachments, and agree to comply with and be bound by all of the provisions, requirements, and prohibitions of the permit, including
the development and implementation of a Storm Water Pollution Prevention Plan and a Monitoring Program Plan will be complied with."
Printed Name: Yazdan T. Emrani, P.E.
Signature:
Title: Director of Public Works
Date: June 22, 2010
APPENDIX A REGULATORY PERMITS, Page 7 D of 76
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BOOK ONE - CONTRACT NO. 10-11??w??0 300 600 METERS
0 1000 2000 FEET
SOURCE: USGS 7.5' QUAD, SPRECKELS, MONTEREY, CA.
1:1DEC23 0. 7) Page O
FIGURE 1
SR-68/San Benancio Road Intersection Improvement
Vicinity Map
05-MON-68 KP 21.1/21.7 PM 13.1/13.5)
05-01-18100
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BOOK ONE - CONTRACT NO. 10-11??x??California Regional Water Quality Control Board
Central Coast Region
Linda Adams
Secretaryfor
Environmental
Protection
December 4, 2009
Enrique Saavedra
County of Monterey
168 West Alisal Street
Salinas, CA 93901
Dear Mr. Saavedra:
Internet Address: http://www.waterboards.ca.gov/centralcoastl
895 Aerovista Place, Suite 101, San Luis Obispo, California 93401
Phone 805) 549-3147 FAX 805) 543-0397
Arnold
Schwarzenegger
Governor
WATER QUALITY CERTIFICATION NUMBER 32709WQ1 I FOR THE STATE ROUTE
681SAN BENANCIO BROAD INTERSECTION IMP-ROVEME'NTS PROJECT,
MONTEREY COUNTY.
Thank you for the opportunity to review your September 10, 2009 water quality
certification application for the State Route 68/San Benancio Road Intersection.,
improvements Project. The application was completed in September, 2009., The
project proposes to widen San Benancio Road to 12 feet to provide a separate
north-to-eastbound right-turn lane and an additional southbound merge lane, and to
construct retaining walls along the east side of San Benancio Road. The project also-
proposes to install one column and approximately 24.0 feet of widening to:the bridge
across El Toro Creek. The project will discharge to El Toro Creek. We have determined
the project,. including proposed mitigation measures, will comply with water quality
standards and other appropriate requirements, as defined by Title 23, Section 3831(v)
of the California Code of Regulations. Your application demonstrates: a). you will take
all practicable measures to- avoid impacts, b) where unavoidable temporary impacts
take place, you will restore waters and vegetation to pre-project conditions as,quickly as
practicable, and c) where unavoidable permanent impacts take place, the project will
result in no net loss of wetland, riparian area, or headwater functions, including onsite
habitat, habitat connectivity, floodwater retention, and pollutant removal.
The Executive Officer hereby grants water quality certification, subject to the following
conditions:
SPECIAL CONDITIONS:
1. The project shall be carried out as described in the application, including all
proposed time schedules.
2. The project area discharge shall not exceed 0.0002 acres.
California Environmental Protection Agency
APPENDIX A REGULATORY PERMITcaPgffe Pe f 76
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BOOK ONE - CONTRACT NO. 10-11??y??County of'Monterey Certification No. 32709WQ11 December 4, 2009
3. All proposed mitigation, monitoring, and Best Management Practices shall be'
implemented in the manner and at the time(s) described in the application
package.
4. Prior to implementation of any modifications to the project or mitigation
measures, the Water Board and other interested agencies shall be notified in
writing.
5. The discharge shall not do any of the following: a) directly or indirectly
destabilize a bed of a receiving water, b) contribute to significant cumulative
effects, c) cause pollution, contamination, or nuisance as defined by Water
Code section 13050), d) adversely affect candidate, threatened, or endangered
species, e) degrade water quality or beneficial uses, f) be toxic, g) include
hazardous substances as defined by Water Code section 13050) or designated
waste as defined by Water Code section 13173).
STANDARD CONDITIONS:
1. This certification action is subject to modification or revocation upon
administrative or judicial review, including review and amendment pursuant to
section 13330 of the California Water Code and section 3867 of Title 23 of the
California Code' of Regulations 23 CCR).
2. This certification action is not intended to apply to any discharge.from any activity
involving a hydroelectric facility requiring a Federal Energy Regulatory
Commission FERC) license or an amendment to a FERC license unless the
pertinent certification application was filed per to 23 CCR subsection 3855(b) and
the application specifically identified that a FERC license or amendment to a
FERC license was being sought.
3. The validity of any non-denial certification action shall be conditioned upon total
payment of the fee required under 23 CCR section 3833, unless otherwise stated
in writing by the certifying agency.
4. This certification is subject to the acquisition of all local, regional, state, and
federal permits and approvals as required by law. Failure"to meet any conditions
contained herein or any the conditions contained in any other permit or approval
issued by the State of California or any subdivision thereof may result in the
revocation of this Certification and civil or criminal liability.
5. In the event of a violation or threatened violation of this certification, the violation
or threatened violation shall be subject to any remedies, penalties, process or
sanctions as provided for under state law. For purposes of Section 401(d) of the
Clean Water Act, the applicability of any state law authorizing remedies,
penalties, process or sanctions for the violation or threatened violation
APPENDIX A REGULATORY PERMITS,
Page T3
f? 76
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BOOK ONE - CONTRACT NO. 10-11??z??County of Monterey Certification No 32709WQ11 December 4, 2009
constitutes a limitation necessary to assure compliance with the water quality
standards and other pertil ent requirements incorporated into this certification.
6. In response to a suspected violation of any condition of this certification, the
Water Board may require the holder of any permit or license subject to this
certification to furnish, under penalty of perjury, any technical or monitoring
reports the Water Board deems appropriate, provided that the burden, including
costs, of the reports shall have a reasonable relationship to the need for the
reports and the benefits obtained from the reports.
Per California Code of Regulations Section 3857, we anticipate no further action on
your application. Should new information come to our attention that indicates a water
quality problem, we may reassess the conditions of this certification or issue Waste
Discharge Requirements.
If you have questions please contact Jennifer E?pp at 805) 594-6181 or via email at
iep.p(&_waterboards.ca.gov or Phil Hammer at 805) 549-3882. Please mention the
above,certification number in all future correspondence pertaining to this project
Sincerely,
Roger W. Briggs
Executive LOffiber'
S:\Section 401 Certification\Certifications\Monterey\State Route 68-San Benancio Road Intersection Improvements.doc
cc:
Namat Hosseinion
Dokken Engineering
2365 Iron Point Road, Suite 200
Folsom, CA 95630
Matthew W. Vandersande
U.S. Army Corps of Engineers
Ventura Office
Regulatory Section
2151 Allesandro Drive, Suite 110
Ventura, CA 93001
U.S. Army Corps of Engineers
San Francisco District
Regulatory Section
1455 Market Street, Floor 17
San Francisco, CA. 94103-1368
California Department ofFish and Game
Lake and Streambed Alteration
1234 East Shaw Street
Fresno, CA 93710
APPENDIX A REGULATORY PERMITS, P~?e~f476
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BOOK ONE - CONTRACT NO. 10-11??{??County of Monterey Certification No. 32709WQ11
Suzanne Deleon
California Department of Fish and Game
Lake and Streambed Alteration
APO Box 47
Yountville, CA 94599
401 Program Manager
State Water Resources Control Board
Division of Water Quality
Stateboard401 0~waterboards.ca.gov
R9-WTR8-Mailbox(a.epa.aov
J
December 4, 2009
APPENDIX A REGULATORY PERMITS, Page 7 5r of 76
Pag 4 tQ4
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BOOK ONE - CONTRACT NO. 10-11??|??APPENDIX A REGULATORY PERMITS, Page 7 I of 76
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BOOK ONE - CONTRACT NO. 10-11??}??APPENDIX B MITIGATION MONITORING REPORTING PROGRAM
Book One- San Benancio/State Route 68 Intersection Improvements B
CONTRACT NO. 10-111065
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BOOK ONE - CONTRACT NO. 10-11??~??APPENDIX B
Mitigation Monitoring and Reporting Program
The County of Monterey and the Department of Transportation have developed a mitigation monitoring
and reporting list for the State Route 68 at San Benancio Road Intersection Improvement Project. This list
is designed to ensure that the mitigation measures identified in the Project's Environmental Document are
implemented.
The following table contains a list of the avoidance, minimization, and/or mitigation measures. For each
measure, the table identifies timing of implementation, party responsible for implementation, completion
check box, and space for initials.
The County of Monterey is responsible for ensuring the implementation of all measures in this Mitigation
Monitoring and Reporting List.
Page I of 19
State Route 68 at San Benancio Road Intersection Improvements Project
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
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TO-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
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FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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ADOPTING-U012
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FINDINGS-U012
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IMPROVEMENTS,-U012
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EA-U012
05-0H8220,-U012
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NO.-U012
10-111065;-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
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AT-U012
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C.-U012
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PROVISIONS-U012
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ROUTE-U012
68-U012
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NO.-U012
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05-0H8220,-U012
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10-111065;-U012
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TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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MORE-U012
EFFECTIVE-U012
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TO-U012
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ON-U012
JANUARY-U012
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STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11????Responsible
Compliance Actions
Initials
Required Timing
Party* L m leted
Mitigation Measure
V-1 Landscape: Landscape and hardscape design features would a) Develop a) Final Design Dokken
be incorporated into the project to the extent feasible. A Revegetation, tree Engineering
revegetation, tree replacement, and landscape plan shall be replacement plan and
incorporated into the final design of the project. Areas for landscape design plans
landscaping would be revegetated with native grasses and/or & specifications
shrubs that naturally occur in the area grasses only on slopes). b) Review & Approve b) Prior to Caltrans
This plan would incorporate all applicable procedures and design Construction
requirements as detailed in the Caltrans Highway Design Manual, c) Final grading, Plant c) During Contractor
Section 902.1: Planting Guidelines November 2001). This plan & revegetate Construction
would include performance criteria e.g., plant coverage/density, d) Ensure compliance d) During County
plant types) that must be met to ensure that revegetation of with performance Construction Resident
affected areas would be consistent with the existing natural measures identified in Engineer
landscape. Specific architectural detail and aesthetic treatments the plans & RE)
would be determined during final design and would follow the specifications
Monterey County General Plan State Scenic Highway objectives
and policies described in Section 3.0 of the Visual Impact
Assessment, to ensure that the design and construction of the road
structures blend into and complement the accepted scenic corridor.
V-2 Bridge Railing: The bridge rails on the San Benancio Road a) Develop bridge rail a) Final Design Dokken El
bridge over El Toro Creek would be a split-rail design Type ST- design plans & Engineering
20S Caltrans Bridge Standard Detail Sheet XS-16-205), which is specifications
similar to the existing rail and would help to maintain the existing b) Review & Approve b) Prior to Caltrans
rural character of the project site. design Construction
c) Final grading, Plant c) During Contractor
& revegetate Construction
d) Ensure compliance d) During County RE
with performance Construction
measures identified in
the plans &
specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 2 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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OF-U012
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WORKS-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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OR-U012
MORE-U012
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MEASURES;-U012
B.-U012
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A-U012
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REPORTING-U012
PROGRAM-U012
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17,-U012
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JANUARY-U012
24,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
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BY-U012
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B.-U012
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A-U012
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68-U012
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C.-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Compliance Actions
Responsible
Mitigation Measure Required L Timin Party* Completed Initials
V-3 Retaining Walls: Project retaining walls shall have a) Develop retaining a) Final Design Dokken
architectural treatment such as color and texture, subject to the wall design plans & Engineering
Department's review and approval, to reduce the visual impact of specifications
the wall and allow the wall to blend with the rural character of the b) Review & Approve b) Prior to Caltrans
surrounding environment. Retaining walls shall have the same design Construction
architectural treatment as the other proposed retaining walls for c) Construct retaining c) During Contractor
other projects within the State Route 68 corridor. All retaining walls Construction
walls built as part of the project improvements shall receive the d) Ensure compliance d) During County RE
Monterey Drystack Stone architectural surface treatment with with performance Construction
integral colored concrete. measures identified in
the plans &
specifications
V-4 Tree Removal: Minimize tree removal to the greatest extent a) Develop tree a) Final Design Dokken
possible. Protect existing vegetation that would not be removed by replacement plan & Engineering
the project behind Environmentally Sensitive Area fencing. specifications
b) Review & Approve b) Prior to Caltrans
design Construction
c) Avoid tree removal c) During Contractor
whenever feasible Construction
d) Ensure compliance d) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
V-5 Cut Slopes: All disturbed slopes would receive erosion a) Implement erosion a) During Contractor El
control and shall be seeded with native grasses. An alternative to control measures Construction
plastic netting will be required for erosion control. specified by plans
b) Ensure compliance b) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 3 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
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WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Compliance Actions
Responsible
Party* Completed
Initials
Required Timing
Mitigation Measure
V-6 Utility Poles: Mitigation for the potential visual impact of the a) Develop utility pole a) Final Design Dokken El
utility pole relocations and replacements includes: 1) painting relocation plans & Engineering
adding color) or etching of metal poles, 2) reducing the number specifications
of poles along State Route 68 within the project limits, and 3) b) Review & Approve b) Prior to County Proj.
minimizing replacement pole height increases as much as feasible design Pole relocation Mgr PM)
at all locations along State Route 68 within the project limits. Caltrans
These measures would be coordinated among the consultant c) Relocate Utility c) Prior to PG&E
engineer, the County, Caltrans, Pacific Gas and Electric, and other Poles, Minimize pole Construction
utility companies as needed, and shall be implemented to the height whenever
extent feasible. possible
d) Ensure compliance d) During County RE
with performance Construction
measures identified in
the plans &
specifications
BR-1: Environmentally Sensitive Areas ESA) shall be a) Designate ESA Prior to Bio/Reveg
designated upstream of the existing bridge and at the downstream limits Construction consultant &
east) edge of the temporary access road to prevent encroachment County RE
into the riparian community adjacent to the work area. b) Install construction Prior to Contractor
Environmentally Sensitive Area limits shall be marked using fencing Construction
orange construction fencing and shall be maintained until c) Avoid ESAs During Contractor
construction is complete. Construction
d) Monitor Compliance During County RE
Construction
BR-2: Cut slopes would be left in roughened condition i.e., not a) Implement planting a) During Contractor El
scraped smooth") to facilitate seed establishment on the slopes methods specified by Construction
and would be revegetated by hydroseeding per Caltrans plans
requirements. b) Ensure compliance b) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 4 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
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C.-U012
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APPROVING-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Compliance Actions
Responsible
Required Timin
Party* Completed
Initials
Mitigation Measure
BR-3: The temporary access road would be covered in 6 inches of
mulch during construction to minimize soil compactions and
damage to underlying tree roots. Following construction, the
temporary access road would be removed and the disturbed area
regraded to pre-project contours. a) Implement protective
measures specified by
plans
b) Ensure compliance
with performance
measures identified in
the plans &
specifications a) During
Construction
b) During
Construction Contractor
Bio/Reveg
consultant &
County RE El
BR-4: Riparian habitat affected by the temporary access road a) Implement planting a) During Contractor El
shall be revegetated with native species typically occurring in the measures specified by Construction
reach of El Toro Creek. plans
b) Ensure compliance b) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
BR-5: Coast live oak trees removed during project a) Identify & minimize a) Prior to Bio/Reveg El
implementation would be replaced at a 6:1 ratio in the oak tree trees for removal Construction consultant &
replacement areas onsite where feasible and offsite at Toro County RE
Regional Park, in accordance with the Revegetation Guidelines. b) Remove trees b) During Contractor
Revegetation would be monitored by a qualified Construction
Biologist/Revegetation Specialist to be provided by the County c) Plant replacement c) After Contractor
during construction and for at least three years following Oak Trees construction
installation. d) Monitor and replace d) During County RE &
as necessary Construction Contractor
and 3 Years
after
Acceptance of
Improvements
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 5 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
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AT-U012
SAN-U012
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IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
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2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
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CONTRACT-U02
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10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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A-U012
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68-U012
AT-U012
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STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
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2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
AI93754-U03
DO94108-U03
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DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
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CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
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STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Compliance Actions
Responsible
Mitigation Measure
Required Timing
Party* Completed
Initials
BR-6: During construction of the retaining walls, any live tree
roots encountered during grading would be cut at a 90-degree
angle with a sharp axe, pruners, or equivalent. a) Implement
construction procedures
specified by plans
b) Ensure compliance
with performance
measures identified in
the plans &
specifications a) During
Construction
b) During
Construction Contractor
County RE El
BR-7: The County would contract with a qualified Biologist/ a) Ensure qualified Prior to Dokken
Revegetation Specialist to assist in preparing detailed construction consultant prepares Construction Engineering
drawings and specifications for implementation of the revegetation revegetation plan
effort. Following project construction and implementation of b) Ensure Biologist/ During & after Bio/Reveg
revegetation measures, the Specialist shall assist with the Revegetation Specialist Construction Consultant &
inspection as needed during the contracted plant establishment monitors implement) County RE
period, as described below. implementation and
plant establishment
BR-8: Trees and other vegetation not shown on the plans to be a) Implement protective a) During Contractor El
removed shall be protected from damage during construction. measures specified by Construction
Where feasible, and to the maximum extent possible, native plans
vegetation that must be removed for construction operations shall b) Ensure compliance b) During Bio/Reveg
be cut off at ground level and shall not be grubbed. Removed with performance Construction consultant &
portions of native vegetation shall be chipped and spread within measures identified in County RE
the removal area. In areas where earthwork is required, where the plans &
feasible, the top 6 inches of litter and topsoil would be salvaged specifications
from the area to be affected. The salvaged material would be
stockpiled in a weed-free location on the project site and shall be
protected from erosion and overheating during construction.
Materials salvaged from riparian areas shall be stockpiled
separately from materials salvaged from upland areas. After heavy
equipment operations are concluded in a disturbed area and the
finish grade has been established, the appropriate stockpiled
material shall be spread evenly on the ground before planting and
seeding.
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 6 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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ADOPTING-U012
A-U012
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FINDINGS-U012
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PROGRAM-U012
STATE-U012
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CONSIDER-U012
APPROVING-U012
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NO.-U012
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05-0H8220,-U012
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NO.-U012
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E.-U012
CONSIDER-U012
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OF-U012
PUBLIC-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
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A-U012
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FINDINGS-U012
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TO-U012
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17,-U012
2011-U012
JANUARY-U012
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UPON-U012
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40453-U01
BOOK-U02
ONE-U02
U02
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NO.-U02
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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TO-U07
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REPORTING-U07
PROGRAM-U07
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300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
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MEASURES;-U012
B.-U012
CONSIDER-U012
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A-U012
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APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
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68-U012
AT-U012
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C.-U012
CONSIDER-U012
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PROVISIONS-U012
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68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Compliance Actions
Responsible
Party* Completed
Initials
Mitigation Measure
Required Timing
BR-9: Before salvaging topsoil in an area where salvaging a) Implement protective a) During Contractor
topsoil is feasible) and again before starting any planting or measures specified by Construction
seeding operations, all exotic plants/weeds would be killed and plans
removed from all areas to be revegetated. Mechanical control b) Ensure compliance b) During Bio/Reveg
methods should be employed, if feasible; however, heavy with performance Construction consultant &
equipment e.g., bulldozers, backhoes) should not be used to measures identified in County RE
eradicate exotic plants and weeds. In circumstances where the plans &
mechanical control is not effective, it would be necessary to use specifications
systemic herbicides that have been approved by the U.S.
Environmental Protection Agency for use in aquatic situations
e.g., Rodeo by Monsanto).
BR-10: Plant materials for the revegetation effort would be a) Implement protective a) During Contractor
locally obtained i.e., within a 5-mile radius of the project site, or measures specified by Construction
as approved by the Biologist/Revegetation Specialist). The use of plans
locally obtained materials, which are adapted to local conditions, b) Ensure compliance b) During Bio/Reveg
increases the likelihood that revegetation would be successful and with performance Construction consultant &
maintains the genetic integrity of the local ecosystem. For measures identified in County RE
widespread herbaceous species e.g., California poppy) that are the plans &
more likely to be genetically homogeneous, site specificity is a specifications
less important consideration, and stock from commercial sources
may be used if approved by the Biologist/Revegetation Specialist.
BR-11: Arrangements would be made well in advance of the start a) Coordinate Within 2 Contractor
of revegetation to ensure that plant materials are available at the procurement with the Weeks of
appropriate time. Sufficient time would be allocated for seed Biologist/ Revegetation Issuance of
collection and contract growing, if necessary up to 12 months Specialist and native Notice to
may be required for some woody species). plant nurseries Proceed
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 7 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
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40444-U01
BOOK-U02
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MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Compliance Actions
Responsible
Timing
Initials
Required
Party* Completed
Mitigation Measure
BR-12: Appropriate native species would be planted and seeded a) Develop Final Design Contractor El
throughout the mitigation areas in locations where the Specialist Revegetation, tree
determines they are most likely to persist without human replacement plan and
assistance after a period of establishment. Grasses and herbs landscape design plans
would be hydro seeded or broadcast seeded if seed is broadcast, it & specifications
should be raked into the soil). Trees and shrubs would be planted b) Implement planting During Contractor
in irregular groupings to more closely resemble a natural setting methods specified by Construction
and to take advantage of favorable microclimate conditions for plans
each species. Included in the project plans and specifications, c) Ensure compliance During
separate plant palettes and seed mixes would be prepared and with performance Construction Bio/Reveg
would include specific information such as percent measures identified in consultant &
purity/germination, application rates, container plant spacing, etc. the plans & County RE
specifications
BR-13: Compensation for the removal of the coast live oak trees a) Implement planting a) During Contractor El
shall be implemented using replacement plantings at a 6:1 ratio. measures 6:1 Construction
replacement) specified
by plans b) During Bio/Reveg
b) Ensure compliance Construction consultant &
with performance County RE
measures identified in
the plans &
specifications
BR-14: Planting and seeding operations would take place a) Implement planting a) During Contractor El
following completion of final grading and ground preparation i.e., measures specified by Construction
weed removal and re-spreading of topsoil), preferably between plans
October 15 and February 1. b) Ensure compliance b) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 8 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Tmun
Party* Completed
Required
Mitigation Measure
BR-15: Revegetation areas would be maintained by a qualified
Landscape/ Revegetation Contractor for a minimum of 3 years
following installation. Typically, the first year of maintenance is
included in the construction contract and subsequent years of
maintenance are contracted separately. In general, maintenance
would include any activities required to meet the performance
standards set for this mitigation program, including controlling
erosion and invasive weeds throughout the duration of the
contract(s). a) Implement planting
measures specified by
plans
b) Ensure compliance
with performance
measures identified in
the plans &
specifications a) During
Construction
b) During
Construction
and 3 years
after
construction
completion Contractor
Bio/Reveg
consultant &
County RE El
BR-16: The ongoing and final success criteria for this a) Implement planting a) During Contractor El
revegetation plan would be developed as a goal to determine measures specified by Construction
whether the revegetation effort is successful. Success criteria may plans
include a percentage of total native vegetative cover and wildlife b) Ensure compliance b) During Bio/Reveg
use similar to that of adjacent habitats. Compliance with these with CDFG 1602 Construction consultant &
criteria will be based on satisfying the target functions and values permit condition #46 and 3 years County RE
and on establishing the appropriate hydrologic regime following success criteria) of after
cessation of human support e.g., irrigation, maintenance, 50% survival rate construction
weeding, reseeding, etc.). completion
BR-17: The revegetation effort would be monitored by a qualified a) Implement planting a) During Contractor El
Biologist/ Revegetation Specialist during construction and for at measures specified by Construction
least 3 years following installation, based on the length of time plans
needed for the revegetation to meet the performance standards. b) Ensure compliance b) During Bio/Reveg
Monitoring would include regular site visits to monitor the with performance Construction consultant &
maintenance activities and annual performance monitoring to measures identified in and 3 years County RE
collect data and assess the progress of the revegetation effort. The the plans & after
purpose of monitoring is 1) to document that the desired riparian specifications construction
habitat has been established, and 2) to identify any shortcomings completion
so that appropriate corrective actions can be taken. Monitoring
would include preparation of annual reports to be submitted to the
applicable regulatory and resource agencies.
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 9 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
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B.-U012
CONSIDER-U012
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BIB]
40444-U01
BOOK-U02
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CONSIDER-U012
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VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
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C.-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
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SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Compliance Actions
Responsible
Initials
Party* Completed
Required Timing
Mitigation Measure
BR-18: Impacts to Waters of the United States shall be mitigated a) Pay in-lieu fee Prior to County PM E]
for through the use of in-lieu fee mitigation in accordance with the Construction
U.S. Army Corps of Engineers, San Francisco District's Interim b) Comply with permit During Contractor
Guidelines for In-Lieu Fee Mitigation. The interim guidelines conditions Construction
include an estimated fee schedule based on a 2:1 mitigation ratio.
BR-19: Before issuance of a grading permit or other authorization a) Submit Permit Prior to County
to proceed with project construction, the project proponent shall application Construction
obtain any necessary permits e.g., from the U.S. Army Corps of
Engineers and the Regional Water Quality Control Board).
BR-20: Lane closures would be conducted at night. However, a) Coordinate a) During Contractor El
bridge construction would be conducted primarily during daylight construction activities Construction
hours to avoid disturbing bats potentially using the bridge structure b) Ensure compliance
or adjacent trees at night. with performance b) During County RE
measures identified in Construction
the plans &
specifications
BR-21: In the event falsework has been constructed and work is a) Coordinate a) During Contractor El
delayed for longer than 3 months, the falsework would be construction activities Construction
completely covered with sheet material i.e., no netting) such as b) Ensure compliance
visquine, or equivalent, to prevent bats from roosting on the with performance b) During County RE
falsework. The cover would be maintained in good condition until measures identified in Construction
work resumes. the plans &
specifications
BR-22: At least 15 days before the onset of activities, the a) Coordinate a) Before Contractor El
applicant or project proponent shall submit the name(s) and construction activities Construction
credentials of biologists who would conduct activities specified in b) Ensure compliance b) During Bio/Reveg
the measures. No project activities shall begin until proponents with performance Construction consultant &
have received written approval from the US Department of Fish measures identified in County RE
and Wildlife Service Service) that the biologist(s) is qualified to the plans &
conduct the work. specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 10 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
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U02
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LI21329-U03
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FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
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MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
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IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
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TO-U012
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PLANS-U012
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E.-U012
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PUBLIC-U012
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TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
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FINDINGS-U012
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PROGRAM-U012
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NOTICE-U012
TO-U012
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IN-U012
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ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
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68-U012
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C.-U012
CONSIDER-U012
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PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Party* Completed
Required Timing
Mitigation Measure
BR-23: A Service-approved biologist, provided by the County, a) Coordinate a) Before Contractor El
shall survey the work site two weeks before the onset of activities. construction activities Construction
If California red-legged frogs, tadpoles, or eggs are found, the b) Ensure compliance b) During Bio/Reveg
approved biologist shall contact the Service to determine if with performance Construction consultant &
moving any of these life-stages is appropriate. In making this measures identified in County RE
determination, the Service shall consider if an appropriate the plans &
relocation site exists. If the Service approves moving animals, the specifications
approved biologist shall be allowed sufficient time to move
California red-legged frogs from the work site before work
activities begin. Only Service-approved biologists shall participate
in activities associated with the capture, handling, and monitoring
of the California red-legged frog.
BR-24: Before any construction activities begin on a project, a a) Coordinate a) Before Contractor E]
Service-approved biologist shall conduct a training session for all construction activities Construction
construction personnel. At a minimum, the training shall include a b) Provide training for b) Before Bio/Reveg
description of the California red-legged frog and its habitat, the construction crew Construction consultant &
importance of the California red-legged frog and its habitat, the c) Ensure compliance c) During County RE
general measures that are being implemented to conserve the with performance Construction
California red-legged frog as they relate to the project, and the measures identified in
boundaries within which the project may be accomplished. the plans &
Brochures, books and briefings may be used in the training specifications
session, provided that a qualified person is on hand to answer
questions.
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page l l of 19
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U02
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NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
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AS89581-U03
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DO94108-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
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TO-U07
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TO-U07
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VERONICA-U09
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IMPROVEMENTS-U012
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40444-U01
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C1-U03
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40453-U01
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WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Required
Party* Completed
Timing
Mitigation Measure
BR-25: A Service-approved biologist shall be present at the work a) Monitor construction a) During Contractor El
site until such time as all removal of California red-legged frogs, activities Construction
instruction of workers, and habitat disturbance have been b) Ensure compliance b) During Bio/Reveg
completed. After this time, the contractor or permittee shall with performance Construction consultant &
designate a person to monitor onsite compliance with all measures identified in County RE
minimization measures. The Service-approved biologist shall the plans &
ensure that this individual receives training in the identification of specifications
the California red-legged frog. The monitor and the Service-
approved biologist shall have the authority to halt any action that
might result in impacts that exceed the levels anticipated by the
U.S. Army Corps of Engineers and Service during review of the
proposed action. If work is stopped, the U.S. Army Corps of
Engineers and Service shall be notified immediately by the
Service-approved biologist or onsite biological monitor.
BR-26: During project activities, all trash that may attract a) Implement protective a) During Contractor El
predators shall be properly contained, removed from the work site, measures specified by Construction
and disposed of regularly. Following construction, all trash and plans
construction debris shall be removed from work areas. b) Ensure compliance b) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
BR-27: All fueling and maintenance of vehicles and other a) Prepare spill a) Before Contractor El
equipment and staging areas shall occur at least 65.6 feet from any response plan Construction
riparian habitat or water body. The U.S. Army Corps of Engineers b) Implement b) During Contractor
and permittee shall ensure contamination of habitat does not occur protective measures Construction
during such operations. Before the onset of work, the U.S. Army specified by plans
Corps of Engineers shall ensure that the permittee has prepared a c) Ensure compliance c) During Bio/Reveg
plan to allow a prompt and effective response to any accidental with performance Construction consultant &
spills. All workers shall be informed of the importance of measures identified in County RE
preventing spills and of the appropriate measures to take should a the plans &
spill occur. specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 12 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Party* Completed
Initials
Required Timin
Mitigation Measure
BR-28: A Service-approved biologist shall ensure that the spread
or introduction of invasive exotic plant species shall be avoided to
the maximum extent possible. When practicable, invasive exotic
plants in the project areas shall be removed. a) Implement protective
measures specified by
plans
b) Ensure compliance
with performance
measures identified in
the plans &
specifications a) During
Construction
b) During
Construction Contractor
Bio/Reveg
consultant &
County RE El
BR-29: Project sites shall be revegetated with an appropriate a) Develop a) Final Design Dokken El
assemblage of native riparian wetland and upland vegetation Revegetation, tree Engineering
suitable for the area. A species list and restoration and monitoring replacement plan and &
plan shall be included with the project proposal for review and specifications
approval by the Service and the U.S. Army Corps of Engineers. b) Review & Approve b) Prior to Caltrans,
Such a plan must include, but not be limited to, location of the design Construction USACoE &
restoration, species to be used, restoration techniques, time of year USFWS
the work will be done, identifiable success criteria for completion, c) Final grading, plant c) During Contractor
and remedial actions if the success criteria are not achieved. & revegetate Construction
d) Ensure compliance d) During County
with performance Construction Resident
measures identified in Engineer
the plans & RE)
specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 13 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
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STATE-U012
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JANUARY-U012
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40444-U01
BOOK-U02
ONE-U02
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FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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8/4/2010-U04
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15366-U05
3-U06
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CONDUCT-U07
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40453-U01
BOOK-U02
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FO21330-U03
FO85769-U03
FO89518-U03
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DO94108-U03
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Part
Completed
Required
Timing
Mitigation Measure
BR-30: Stream contours shall be returned to their original a) Implement protective a) During Contractor El
condition at the end of project activities, unless consultation with measures specified by Construction
the Service has determined that it is not beneficial to the species or plans
feasible. b) Ensure compliance b) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
BR-31: The number of access routes, number and size of staging a) Implement protective a) During Contractor
areas, and the total area of the activity shall be limited to the measures specified by Construction
minimum necessary to achieve the project goal. Routes and plans
boundaries shall be clearly demarcated, and these areas shall be b) Ensure compliance b) During Bio/Reveg
outside of riparian and wetland areas. Where impacts occur in with performance Construction consultant &
these staging areas and access routes, restoration shall occur. measures identified in County RE
the plans &
specifications
BR-32: Work activities shall be completed between April 1 and a) Coordinate a) Before Contractor
November 1. Should the proponent or applicant demonstrate a construction activities Construction
need to conduct activities outside this period, the U.S. Army Corps b) Ensure compliance b) During Bio/Reveg
of Engineers may authorize such activities after obtaining the with performance Construction consultant &
Service's approval. measures identified in County RE
the plans &
specifications
BR-33: To control erosion during and after project a) Implement erosion a) During Contractor
implementation, the applicants shall implement best management control measures Construction
practices, as identified by the appropriate Regional Water Quality specified by plans
Control Board. b) Ensure compliance b) During Bio/Reveg
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 14 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Party* Completed
Required Timing
Mitigation Measure
BR-34: If a work site is to be temporarily dewatered by pumping, a) Implement protective a) During Contractor E]
intakes shall be completely screened with wire mesh not larger measures specified by Construction
than 0.2 inch to prevent California red-legged frogs from entering plans
the pump system. Water shall be released or pumped downstream b) Ensure compliance b) During Bio/Reveg
at an appropriate rate to maintain downstream flows during with performance Construction consultant &
construction. Upon completion of construction activities, any measures identified in County RE
barriers to flow shall be removed in a manner that would allow the plans &
flow to resume with the least disturbance to the substrate. specifications
BR-35: A Service-approved biologist shall permanently remove, a) Implement protective a) During Contractor E]
from the project area, any individuals of exotic species, such as measures specified by Construction
bullfrogs, crayfish, and centratchid fishes, to the maximum extent plans
possible. The permittee shall have the responsibility to ensure that b) Ensure compliance b) During Bio/Reveg
his or her activities are in compliance with the California Fish and with performance Construction consultant &
Game Code. measures identified in County RE
the plans &
specifications
BR-36: Environmentally Sensitive Areas ESA) shall be a) Designate ESA Prior to Bio/Reveg El
designated upstream of the existing bridge and at the downstream limits Construction consultant &
east) edge of the temporary access road to prevent encroachment County RE
into California red-legged frog habitat i.e., riparian vegetation) b) Install construction Prior to Contractor
adjacent to the work area. Environmentally Sensitive Area limits fencing Construction
shall be marked using orange construction fencing and shall be c) Avoid ESAs During Contractor
maintained until construction is complete. Construction
d) Monitor Compliance During County RE
Construction
BR-37: Following construction, the temporary access road would a) Implement protective a) At Contractor El
be removed and the disturbed area regraded to pre-project measures specified by construction
contours. plans conclusion
b) Ensure compliance Bio/Reveg
with performance b) At consultant &
measures identified in construction County RE
the plans & conclusion
specifications
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 15 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
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PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
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ROUTE-U012
68-U012
AT-U012
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C.-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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E.-U012
CONSIDER-U012
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TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Party* Completed
Required Tinting
Mitigation Measure
BR-38: Riparian habitat affected by the temporary access road
shall be revegetated with native species typically occurring in the
subject reach of El Toro Creek. a) Revegetate as
specified by plans
b) Ensure compliance
with performance
measures identified in
the plans &
specifications a) At
construction
conclusion
b) At
construction
conclusion Contractor
Bio/Reveg
consultant &
County RE
BR-39: If possible, all trees and brush that would be affected by a) Coordinate a) Before Contractor
project construction would be removed during the non-nesting construction activities Construction
season between September 1 and February 15). If this is not b) Ensure compliance b) During Bio/Reveg
possible and project construction is to begin during the nesting with performance Construction consultant &
season February 16-August 31), all suitable nesting habitat within measures identified in County RE
500 feet of the limits of work shall be surveyed by a qualified the plans &
biologist before starting construction-related activities. specifications
BR-40: Surveys would be conducted no more than 14 days before a) Coordinate a) Before Contractor El
the start of work. If an active nest is discovered, a buffer shall be construction activities Construction
established around the nest and delineated using an orange b) Ensure compliance b) During Bio/Reveg
construction fence or its equivalent. The buffer for raptor nests with performance Construction consultant &
would be at least 500 feet, and the buffer for passerines would be measures identified in County RE
at least 100 feet. The buffer shall be maintained in place until the the plans &
end of the breeding season or until the young have fledged, as specifications
determined by a qualified biologist. If no nesting is discovered,
construction can begin as planned. Construction beginning during
the non-nesting season and continuing into the nesting season shall
not be subject to these measures.
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 16 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
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APPROPRIATE-U012
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ADOPTING-U012
MITIGATION-U012
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REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Party* Completed
Required Timing
Mitigation Measure
BR-41: A qualified biologist, provided by the County, shall a) Coordinate a) Before Contractor &
survey the work site for California Tiger Salamander CTS) 72 construction activities Construction County RE
hours prior to the onset of construction activities. If any CTS
are found the qualified biologist shall contact the CDFG to b) Ensure compliance b) During Bio/Reveg
determine if moving the CTS is appropriate. No construction with performance Construction consultant &
shall commence until all CTS are removed from the project site. measures identified in County RE
After the preconstruction surveys are completed, exclusionary the plans &
fencing shall be installed around the southern facing slope north specifications
of the creek to prevent CTS from entering the project site once
construction has begun.
BR-42: Before any construction activities begin on a project, a a) Coordinate a) Before Contractor & El
qualified biologist shall conduct a training session for all construction activities Construction County RE
construction personnel. At a minimum, the training shall include a b) Provide training for b) Before
description of the CTS and its habitat, the importance of the CTS construction crew Construction Bio/Reveg
and its habitat, the general measures that are being implemented to c) Ensure compliance c) During consultant &
conserve the CTS as they relate to the project, and the boundaries with performance Construction County RE
within which the project may be accomplished. Brochures, books measures identified in
and briefings may be used in the training session, provided that a the plans &
qualified person is on hand to answer questions. specifications
BR-43: After the pre-construction surveys have been completed a) Monitor construction a) During Contractor & El
and exclusionary fencing has been installed, a qualified biologist activities Construction County RE
shall be present at the work site during construction activities on
the southern facing slope north of the creek where potentially b) Ensure compliance b) During Bio/Reveg
suitable CTS habitat occurs. The qualified biologist shall have the with performance Construction consultant &
authority to halt any action that might result in impacts that exceed measures identified in County RE
the levels anticipated by the CDFG during review of the proposed the plans &
action. If work is stopped, the CDFG shall be notified immediately specifications
by the qualified biologist.
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 17 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
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PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
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05-0H8220,-U012
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NO.-U012
10-111065;-U012
D.-U012
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E.-U012
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OF-U012
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WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
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OF-U012
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TO-U012
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E.-U012
CONSIDER-U012
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OF-U012
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TO-U012
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NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BIB]
40453-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Initials
Party* Completed
Required Timing
Mitigation Measure
CR-1: The archaeological site shall be avoided during project a) Identify site a) Before Archeologist
construction. No equipment shall be operated within, or otherwise Construction consultant
enter, the archaeological site during construction. No construction b) Monitor construction b)During Contractor
equipment or materials shall be stored within the archaeological activities Construction
site. c) Ensure compliance b) During Archeologist
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
CR-2: No project personnel shall enter the archaeological site a) Monitor construction a)During Contractor El
area unless accompanied by a qualified archaeologist. activities Construction
b) Ensure compliance b) During Archeologist
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
CR-3: A qualified archaeologist and Native American a) Monitor construction a)During Native El
representative if the Native American community so elects) shall activities Construction American
monitor all ground-disturbing project construction activities Rep
adjacent to the historical site. b) Ensure compliance b) During Archeologist
with performance Construction consultant &
measures identified in County RE
the plans &
specifications
CR-4: In the event that cultural materials are identified during a) Stop Work a) During County RE
construction, all ground-disturbing activities shall stop until a Construction Contractor
qualified archaeologist can evaluate these materials. If the deposit b) Evaluate artifacts & b) During Archeologist
is intact, an excavation plan must be developed and implemented, prepare excavation plan Construction consultant
an analysis of these materials must be conducted, a report must be
prepared, and the artifacts must be curated.
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 18 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
BIB]
40444-U01
BOOK-U02
ONE-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94108-U03
C1-U03
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BOOK ONE - CONTRACT NO. 10-11???Responsible
Compliance Actions
Party* Completed
Initials
Mitigation Measure
Required H min
CR-5: If human remains are encountered, State Health and Safety a) Stop Work a) During County RE El
Code 7050.5 states that no further disturbance shall occur until the Construction Contractor
County Coroner has made a determination of origin and b) Evaluate remains & b) During Archeologist
disposition pursuant to Public Resources Code Section 5097.98. notify County Coroner Construction consultant
The County Coroner must be notified of the find immediately. If c) Conduct c) During County
the remains are determined to be prehistoric, the Coroner will investigations & Construction Coroner
notify the Native American Heritage Commission, which will notifications as
identify and notify a most likely descendant. With permission of appropriate
the landowner or his/her authorized representative, the descendant
may inspect the site of the discovery. The descendant shall
complete the inspection within 24 hours of notification by the
Native American Heritage Commission.
* The Resident Engineer RE) is responsible for all activities obligatory of the contractor.
The RE should sign off for the contractor on all measures listed in the table as being a responsibility of the contractor.
Page 19 of 19
State Route 68 at San Benancio Road Intersection Improvements Project
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BOOK TWO - CONTRACT NO. 10-11???MONTEREY COUNTY BOARD OF SUPERVISORS
GOVERNMENT CENTER, 168 W. ALISAL STREET, 1ST FLR,
CONFERENCE ROOM 1032
SALINAS, CALIFORNIA 93901-2437
BOOK TWO
BID FORM
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
STATE PROJECT NO. EA 05-0H8220
CONTRACT NO. 10-111065
NAME OF BIDDER
BUSINESS P.O. BOX
CITY, STATE, ZIP
BUSINESS STREET ADDRESS
Please include even ifP.O. Box used)
CITY, STATE, ZIP
TELEPHONE NO: AREA CODE
FAX NO: AREA CODE
CONTRACTOR LICENSE NO.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
CONTRACT NO. 10-111065
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BOOK TWO - CONTRACT NO. 10-11???BOOK TWO
BID/PROPOSAL
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
STATE PROJECT NO. EA 05-0H8220
CONTRACT NO. 10-111065
TABLE OF CONTENTS
Page No.
BID FORM 3
LIST OF SUBCONTRACTORS 12
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION 14
PUBLIC CONTRACT CODE 15
NON-COLLUSION AFFIDAVIT 17
DEBARMENT AND SUSPENSION CERTIFICATION 18
STATEMENT CONCERNING EMPLOYMENT OF UNDOCUMENTED ALIENS 19
CONTRACTOR'S CERTIFICATE AS TO WORKER'S COMPENSATION 20
LIST OF SATISFIED PUBLIC AGENCIES 23
BIDDER'S BOND 24
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 2
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???BID FORM
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
STATE PROJECT NO. EA 05-0H8220
CONTRACT NO. 10-111065
TO: MONTEREY COUNTY BOARD OF SUPERVISORS
Government Center
168 W. Alisal Street, 1St Floor, Room 1032
Salinas, California 93901-2683
1. Pursuant to and in compliance with the Notice to Bidders Inviting Formal Bids and with
the other documents relating thereto, the undersigned bidder, having become familiar
with the terms of the contract, the local conditions affecting the performance of the
contract, the cost of the work at the place where the work is to be done, the project
plans and specifications, and the other contract documents, hereby proposes and agrees
to perform within the time hereinafter set forth the said Specifications and shown on the
plans accompanying them, and to provide and furnish any and all labor, materials,
equipment, transportation, utilities, and services necessary to perform the contract and
complete in a workmanlike manner all of the work required in connection with the
following project: STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION
IMPROVEMENTS, STATE PROJECT NO. EA 05-068220, CONTRACT NO. 10-
111065, located in northern portion of Monterey County, all in strict conformity with
the drawings and specifications and other contract documents, including all addenda,
for the sum hereinafter stated:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
STATE PROJECT NO, EA 05-0H8220, CONTRACT NO. 10-111065
ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
1 066070 MAINTAIN TRAFFIC LS 1 $ $
2 071325 TEMPORARY FENCE TYPE LF 3125 $ $
ESA)
3 073000A TEMPORARY STREAM LS 1 $ $
P) DIVERSION
4 074016 CONSTRUCTION SITE LS 1 $ $
MANAGEMENT
5 074019 PREPARE STORM WATER LS 1 $ $
POLLUTION PREVENTION PLAN
6 074028 TEMPORARY FIBER ROLL LF 1743 $ $
7 074028A TEMPORARY LARGE FIBER LF 1144 $ $
ROLL
8 074033 TEMPORARY CONSTRUCTION EA 3 $ $
ENTRANCE
9 074034 TEMPORARY COVER SF 11300 $ $
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 3
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???ITEM ITEM UNIT OF ESTIMATE UNIT PRICE ITEM TOTAL
ITEM DESCRIPTION
NO CODE MEASURE QUANTITY In Figures) In Figures)
10 074038 TEMPORARY DRAINAGE INLET EA 3 $ $
PROTECTION TYPE 3)
11 074041 STREET SWEEPING LS 1 $ $
12 074042 TEMPORARY CONCRETE EA 4 $ $
WASHOUT PORTABLE)
13 074056 RAIN EVENT ACTION PLAN LS 1 $ $
074057 SSTTOR
WATER ANNUAL LS 1 $ $
14 RT
074058 STORM WATER SAMPLING AND LS 1 $ $
15 ANALYSIS DAY
120090 CONSTRUCTION AREA SIGNS LS 1 $ $
16
120100 TRAFFIC CONTROL SYSTEM LS 1 $ $
17
TRAFFIC STRIPE
120151 LF 21200 $ $
18 PAINT)
120152 TEMPORARY PAVEMENT SF 500 $ $
19 MARKING PAINT)
PORTABLE CHANGEABLE
128650 EA 2 $ $
20 MESSEAGE SIGN
129000 TEMPORARY RAILING TYPE K) LF 2320 $ $
21
TEMPORARY ALTERNATIVE
129100 EA 7 $ $
22 CRASH CUSHION SYSTEM
REMOVE THERMOPLASTIC
150714 LF 20814 $ $
23 TRAFFIC STRIPE
REMOVE THERMOPLASTIC
150715 SF 665 $ $
24 PAVEMENT MARKING
150722 REMOVE PAVEMENT MARKER EA 266 $ $
25
ASPHALT CONCRETE
REMOVE
150771 LF 195 $ $
26 DIKE
REMOVE 18" CORRUGATED
150806A LF 113 $ $
27 STEEL PIPE
150820 REMOVE INLET EA 1 $ $
28
152370A RELOCATE BUS STOP BENCH EA 2 $ $
29
ROADSIDE SIGN
O
152386 EA 5 $ $
30 POST
ONE
ROADSIDE SIGN
152387 W EA 2 $ $
31 T
O POST
158210A RESET FENCE LF 111 $ $
32
160101 CLEARING AND GRUBBING LS 1 $ $
33
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 4
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
190101 ROADWAY EXCAVATION CY 775 $ $
34
192037 STRUCTURE EXCAVATION CY 985 $ $
35 F) RETAINING WALL)
193013 STRUCTURE BACKFILL CY 472 $ $
36 F) RETAINING WALL)
200001 HIGHWAY PLANTING LS 1 $ $
37
202007 DUFF SY 1714 $ $
38
202007 CHIPPED MATERIAL SF 9840 $ $
39
203021 FIBER ROLL LF 1750 $ $
40
203032 EROSION CONTROL AC 1 $ $
41 HYDROSEED)
203038 ROLLED EROSION CONTROL SF 9659 $ $
42 PRODUCT JUTE MESH)
204017 GROUP W) WILLOW
TT EA 22 $ $
43 ING)
CU
204099 PLANT ESTABLISHMENT WORK LS 1 $ $
44
208000 IRRIGATION SYSTEM LS 1 $ $
45
260201 CLASS 2 AGGREGATE BASE CY 3224 $ $
46
390132 HOT MIX ASPHALT TYPE A) TON 2256 $ $
47
394048 PLACE HOT MIX ASPHALT LF 351 $ $
48 CONCRETE DIKE TYPE E)
394073 PLACE HOT MIX ASPHALT LF 89 $ $
49 CONCRETE DIKE TYPE A)
394074 PLACE HOT MIX ASPHALT LF 685 $ $
50 CONCRETE DIKE TYPE C)
394090 PLACE HOT MIX ASPHALT SF 246 $ $
51 MISCELLANEOUS AREA)
510060 STRUCTURAL CONCRETE, CY 339 $ $
52 F) RETAINING WALL
510502 MINOR CONCRETE MINOR CY 1.61 $ $
53 F) STRUCTURE)
511035A ARCHITECTURAL TREATMENT SF 3132 $ $
54 F) TEXTURED CONCRETE)
520103 BAR REINFORCING STEEL LB 28400 $ $
55 F, P) RETAINING WALL)
566011 ROADSIDE SIGN ONE POST EA 3 $ $
56
650014 I 118" REINFORCED CONCRETE LF 106 $ $
57 PIPE
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 5
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
650018 24" REINFORCED CONCRETE LF 186 $ $
58 PIPE
690110 12" CORRUGATED STEEL PIPE LF 29 $ $
59 DOWNDRAIN
705206 CONCRETE FLARED END
24 EA 1 $ $
60 S
ECTION
707417 RE
I
ORCED CONCRETE LF 15 $ $
61 E
PIPE
E
721009 ROCK SLOPE PROTECTION CY 4 $ $
62 FACING, METHOD B)
731517 MINOR CONCRETE GUTTER) CY 22 $ $
63 F)
731623 MINOR CONCRETE CURB CY 3 $ $
64 F) RAMP)
750500 MISCELLANEOUS IRON AND
LB
1729
$
$
65 F, P) STEEL
800321 CHAIN LINK FENCE TYPE CL-6, LF 72 $ $
66 VINYL CLAD)
832002 METAL BEAM GUARD RAIL LF 624 $ $
67 STEEL POST)
832070 VEGETATION SY 271 $ $
68 CONTROL(MINOR CONCRETE)
839521 CABLE RAILING LF 394 $ $
69
839541 TRANSITION RAILING TYPE EA 6 $ $
70 WB)
839559 TERMINAL SYSTEM TYPE ET) EA 1 $ $
71
839565 TERMINAL SYSTEM TYPE SRT) EA 3 $ $
72
839701A CRETE BARRIER TYPE 60)
CO LF 195 $ $
73 N
840504 4"
RMOPLASTIC TRAFFIC
H LF 9620 $ $
74 T
E
75 840506 STRIPERMOPLASTIC TRAFFIC LF 1780 $ $
840515 THERMOPLASTIC PAVEMENT
SF
552
$
$
76 MARKING
850111 PAVEMENT MARKER EA 260 $ $
77 P) RETROREFLECTIVE)
861501 MOD INGIGNAL AND LS 1 $ $
78
192003 STRUCTURE EXCAVATION CY 91 $ $
79 F) BRIDGE)
192037 STRUCTURE EXCAVATION CY 283 $ $
80 F) RETAINING WALL)
193003
F STRUCTURE BACKFILL
BRIDGE CY 96 $ $
81
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 6
CONTRACT NO. 10- 11 1 065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
193013 STRUCTURE BACKFILL CY 312 $ $
82 F) RETAINING WALL)
490519 DRIVE STEEL PILE HP 12 X 74) EA 18 $ $
83
490566A FURNISH STEEL PILE HP 12 X LF 838 $ $
84 P) 74)
490539 DRIVE STEEL PILE HP 14 X 117) EA 8 $ $
85
490538 FURNISH STEEL PILE HP 14 X LF 372 $ $
86 P) 117)
490514 DRIVE STEEL PILE HP 12 X 53) EA 30 $ $
87
490566B FURNISH STEEL PILE HP 12 X LF 1,341 $ $
88 P) 53)
510051 STRUCTURAL CONCRETE, CY 5.4 $ $
89 F) BRIDGE FOOTING
510053 STRUCTURAL CONCRETE, CY 206.6 $ $
90 F) BRIDGE
510060 STRUCTURAL CONCRETE, CY 250 $ $
91 F) RETAINING WALL
510086 STRUCTURAL CONCRETE, CY 59 $ $
92 F) APPROACH SLAB TYPE N)
510087 STRUCTURAL CONCRETE, CY 86 $ $
93 F) APPROACH SLAB TYPE R)
519088 JOINT SEAL MR 1") LF 132 $ $
94
520102 BAR RIENFORCING STEEL LB 58,300 $ $
95 F, P) BRIDGE)
520103 BAR REINFORCING STEEL LB 14,100 $ $
96 F, P) RETAINING WALL)
512203 FURNISH PRECAST
PRESTRESSED CONCRETE
EA
8
$
$
97 P) GIRDER 40'-50')
512500 ERECT PRECAST PRESTRESSED EA 8 $ $
98 CONCRETE GIRDER
750501 MISCELLANEOUS METAL LB 60 $ $
99 F, P) BRIDGE)
839740 CALIFORNIA ST-10 BRIDGE LF 360 $ $
100 F, P) RAIL
510800 PAVING NOTCH EXTENSION CF 48 $ $
101
721009 ROCK SLOPE PROTECTION CY 0.20 $ $
102 FACING, METHOD B)
511106 DRILL AND BOND DOWEL LF 140 $ $
103
192020 STRUCTURE EXCAVATION CY 52 $ $
104 F) TYPE D)
153235 CLEAN BRIDGE DECK SQFT 3840 $ $
105
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 7
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???ITEM
NO ITEM
CODE ITEM DESCRIPTION UNIT OF
MEASURE ESTIMATE
QUANTITY UNIT PRICE
In Figures) ITEM TOTAL
In Figures)
153225A BRIDGE DECK
METHACRYLATE RESIN
SQFT
3840
$
$
106 TREATMENT
540108 FURNISH BRIDGE DECK GAL 52 $ $
107 TREATMENT MATERIAL
99990 MOBILIZATION 10% LS 1 $ $
108
GRAND TOTAL $
2. Bids are required for the entire work. The undersigned understands that the quantities
given are approximate only, being given as a basis for the comparison of Bids, and the
County of Monterey does not, expressly or by implication, agree that the actual amount of
work shall correspond therewith, but reserves the right to increase or decrease the amount
of any portion of the work, or to omit portions of the work, as may be deemed necessary
without claim for damage or loss of anticipated profit and that payment shall be made only
on the basis of the actual quantities of work performed.
The bidder shall set forth for each unit basis item of work a unit price and a total for the
item, and for each lump sum item a total for the item, all in clearly legible figures in the
respective spaces provided for that purpose. In the case of unit basis items, the amount set
forth under the Item Total" column shall be the product of the unit price bid and the
estimated quantity for the item.
The basis of award to the lowest responsive, responsible bidder will be the lowest TOTAL
BID.
The bid submitted must not contain erasures, interlineations, or other corrections unless
each such correction is suitably authenticated by affixing in the margin immediately
opposite the correction the surname or surnames of the person or persons signing the bid,
in the named person's own handwriting.
In case of discrepancy between the unit price and the item total price set forth for the item,
the unit price shall prevail; provided, however, if the amount set forth as the unit price is
ambiguous, unintelligible or uncertain for any cause, or is omitted, the amount set forth in
the Item Total" column for the item shall prevail in accordance with the following:
1) As to lump sum items, the amount set forth in the Item Total" column shall
be the unit price.
2) As to unit basis items, the amount set forth in the Item Total" column shall
be divided by the estimated quantity for the item, and the price thus obtained
shall be the unit price.
3. The undersigned has checked all of the above figures carefully and understands that the
County of Monterey also referred to herein as Owner") will not be responsible for any
errors and omissions on the part of the undersigned in making this bid.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 8
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11?? ?Symbols such as commas and dollar signs will be ignored and have no mathematical
significance in establishing any unit price or item total or lump sums. Written unit prices,
item totals and lump sums will be interpreted according to the number of digits and, if
applicable, decimal placement. Cents symbols also have no significance in establishing
any unit price or item total since all figures are assumed to be expressed in dollars and/or
decimal fractions of a dollar.
The foregoing provisions for the resolution of specific irregularities cannot be so
comprehensive as to cover every omission, inconsistency, error or other irregularity which
may occur in a bid. Any situation not specifically provided for will be determined in the
discretion of the Owner, and that discretion will be exercised in the manner deemed by the
Owner to best protect the public interest in the prompt and economical completion of the
work. The decision of the Owner respecting the amount of a bid, or the existence or
treatment of an irregularity in a bid, shall be final.
4. It is understood that the Owner reserves the right to reject any and all bids or waive any
irregularities or informalities in the bidding.
5. This bid shall remain valid and will not be withdrawn by the undersigned bidder for a
period of sixty 90) days from the date prescribed for opening of this bid.
6. Attached hereto are the following:
1)
2)
3)
9)
10)
List of Subcontractors
Equal Employment Opportunity Certification
Public Contract Code
Section 10285.1 Statement
Section 10162 Questionnaire
Section 10232 Statement
Non-Collusion Affidavit
Debarment and Suspension Certification
Statement Concerning Employment of Undocumented Aliens
Contractor's Certificate as to Worker's Compensation
Contractor's Certification of Good-Faith Effort to Hire Monterey Bay
Area Residents
List of Satisfied Public Agencies
Bidder's Bond
7. If this bid is accepted by the Owner, then the undersigned shall, within ten 10) business
days after receipt of the Letter of Intent to Award, execute and deliver to the Owner a) a
contract in the form set forth in the contract documents on which this bid is based, b) a
payment bond for public works, as required by the contract documents, c) a performance
bond, as similarly required, and d) insurance certificates showing all required insurance
coverage. The undersigned will thereafter commence and complete the work within the
time required by the contract documents.
In the event the bidder to whom the Letter of Intent to Award Contract is given fails or
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 9
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11??
?refuses to contract as required, including to post the required bonds, provide the insurance
certificates, and return the executed copies of the agreement form within ten 10) business
days from the date of receiving the Letter of Intent to Award Contract, the County may, at
its option, determine that the bidder has abandoned the contract, reject the bid, and
declare the bidder's security forfeited as damages and same shall become the property of
the County of Monterey.
8. Notice of acceptance and any requests for additional information should be addressed to
the undersigned at the following address:
9. The names of all persons interested in the foregoing proposal as principals are as follows:
IMPORTANT NOTICE: If the bidder or other interested person is a corporation, state the legal
name of the corporation, and the names of the president, secretary, treasurer, and manager
thereof; if a partnership, state the name of the firm and the names of all the individual partners
composing the firm; if the bidder or other interested person is an individual, state the first and
last names in full and give all fictitious names under which the individual does business.)
10. By execution of this bid, the undersigned bidder declares that he or she is a contractor
licensed in accordance with the Contractors' State License Law, as follows:
Classification:
License number:
Expiration date:
11. ADDENDA This Bid is submitted with respect to the changes to the contract included
in addenda number(s) and If the
Bidder submits this bid without all issued addenda, the agency finds your bid
nonresponsive.
Fill in addenda numbers if addenda have been received and insert, in this Bid, any Engineer's
Estimate sheets that were received as part of the addenda. By signing this Bid on the signature
portion thereof, the Bidder acknowledges receipt of all addenda.)
12. Pursuant to Section 7103(b) of the Public Contract Code, in submitting a bid to the
County, the bidder offers and agrees that if the bid is accepted, it will assign to the
County all rights, title, and interest in and to all causes of action it may have under
Section 4 of the Clayton Act 15 USC. Section 15) or under the Cartwright Act Chapter
2 commencing with Section 16700] of Part 2 of Division 7 of the Business and
Professions Code), arising from purchases of goods, materials, or services by the bidder
for sale to the purchasing body pursuant to the bid. Such assignment shall be made and
become effective at the time the purchasing body tenders final payment to the bidder.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 10
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???By my signature on this bid I certify, under penalty of perjury under the laws of the State of
California, the foregoing questionnaire and statements of Public Contract Code Sections 10162,
10232 and 10285.1 are true and correct and the bidder has complied with the requirements of
Section 8103 of the Fair Employment and Housing Commission Regulations Chapter 5, Title 2
of the California Administrative Code). By my signature on this Bid I further certify, under
penalty of perjury under the laws of the State of California and the United States of America, the
Equal Employment Opportunity Certification; the Title 49 Code of Federal Regulations, Part 29
Debarment and Suspension Certification; the Statement Concerning Employment of
Undocumented Aliens; and the Contractor's Certification as to Worker's Compensation are true
and correct.
Dated:
Bidder's Business Name
By:
Print Name:
Title:
By:
Print Name:
Title:
NOTE: If bidder is a corporation, the full legal name of the corporation shall be set forth above together
with the signatures of authorized officers or agents and the document shall bear the corporate seal; if
bidder is a partnership, the full name of the firm shall be set forth above together with the signature of the
partner or partners authorized to sign contracts on behalf of the partnership; and if bidder is an
individual, his signature shall be placed above.)
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS I I
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
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STATE-U012
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68-U012
AT-U012
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STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
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D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???LIST OF SUBCONTRACTORS
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS
STATE PROJECT NO. EA 05-0H8220, CONTRACT NO. 10-111065
In compliance with the Subletting and Subcontracting Fair Practices Act Chapter 4
commencing with Section 4100], Part 1, Division 2 of the Public Contract Code) and any
amendments thereto, each bidder shall set forth below: a) the name and the location of the place
of business of each subcontractor who will perform work or labor or render service to the prime
contractor in or about the construction of the work or improvement to be performed under this
contract or a subcontractor licensed by the State of California who, under subcontract to the
prime contractor, specially fabricates and installs a portion of the work or improvement
according to detailed drawings contained in the plans and specifications in an amount in excess
of one-half of one percent of the prime contractor's total bid or, in the case of bids or offers for
the construction of streets or highways, including bridges, in excess of one-half of one percent of
the prime contractor's total bid or $10,000, whichever is greater, and b) the portion of the work
which will be done by each subcontractor under this Act. The prime contractor shall list only one
subcontractor for each such portion as is defined by the prime contractor in this bid.
If a prime contractor fails to specify a subcontractor or if a prime contractor specifies
more than one subcontractor for the same portion of the work to be performed under the contract
in excess of one-half of one percent of the prime contractor's total bid, he shall be deemed to
have agreed that he is fully qualified to perform that portion himself, and that he shall perform
that portion himself.
No prime contractor whose bid is accepted shall: a) substitute any subcontractor, b)
permit any subcontract to be voluntarily assigned or transferred or allow it to be performed by
any one other than the original subcontractor listed in the original bid, or c) sublet or subcontract
any portion of the work in excess of one-half of one percent of the prime contractor's total bid as
to which his original bid did not designate a subcontractor, except as authorized in the Subletting
and Subcontracting Fair Practices Act. Subletting or subcontracting of any portion of the work in
excess of one-half of one percent of the prime contractor's total bid as to which no subcontractor
was designated in the original bid shall only be permitted in cases of public emergency or
necessity, and then only after a finding reduced to writing as a public record of the authority
awarding this contract setting forth the facts constituting the emergency or necessity.
Location and Place
Portion of Work Name of Subcontractor of Business
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 12
CONTRACT NO. 10-111065
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AT-U012
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BENANCIO-U012
ROAD-U012
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IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
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CONTRACT-U012
NO.-U012
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D.-U012
CONSIDER-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11??
?LIST OF SUBCONTRACTORS continue...
Location and Place
Portion of Work Name of Subcontractor of Business
Check this box if no subcontractors are required to be listed for work or labor to be
performed or services to be rendered.
Bidder's business name
By:
Print Name:
Title:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 13
CONTRACT NO. 10-1 11065
BIB]
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LI21329-U03
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BY-U012
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OR-U012
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EFFECTIVE-U012
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MAKING-U012
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MONITORING-U012
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STATE-U012
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AT-U012
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IMPROVEMENTS;-U012
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PROVISIONS-U012
STATE-U012
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68-U012
AT-U012
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ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder
proposed subcontractor
hereby certifies that he has has not participated in a previous contract or subcontract
subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or
11246, and that, where required, he has filed with the Joint Reporting committee, the Director of
the Office of Federal Contract Compliance, a Federal Government contracting or administering
agency, or the former President's Committee on Equal Employment Opportunity, all reports due
under the applicable filing requirements.
Note: The above Certification is part of the Bid. Signing this Bid on the signature portion thereof shall
also constitute signature of this Certification. Providing false information may result in criminal
prosecution or administrative sanctions.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 14
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
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7/19/2010-U011
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68-U012
AT-U012
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BENANCIO-U012
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BY-U012
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OR-U012
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MITIGATION-U012
MEASURES;-U012
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A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
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IMPROVEMENTS;-U012
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CONSIDER-U012
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STATE-U012
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AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
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CONTRACT-U012
NO.-U012
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CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
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APPROVED-U012
PLANS-U012
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E.-U012
CONSIDER-U012
AUTHORIZING-U012
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OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
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IN-U012
CALIFORNIAN-U012
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2011-U012
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2011,-U012
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OF-U012
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BOOK TWO - CONTRACT NO. 10-11???PUBLIC CONTRACT CODE
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In accordance with Public Contract Code Section 10285.1 Chapter 376, Stats. 1985), the bidder
hereby declares under penalty of perjury under the laws of the State of California that the bidder
has has not been convicted within the preceding three years of any offenses referred
to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in
violation of any state or Federal antitrust law in connection with the bidding upon, award of, or
performance of, any public works contract, as defined in Public Contract Code Section 1101,
with any public entity, as defined in Public Contract Code Section 1100, including the Regents of
the University of California or the Trustees of the California State University. The term bidder"
is understood to include any partner, member, officer, director, responsible managing officer, or
responsible managing employee thereof, as referred to in Section 10285.1.
Note: The bidder must place a check mark after has" or has not" in one of the blank spaces provided.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In accordance with Public Contract Code Section 10162, the Bidder shall complete, under
penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary
interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on,
or completing a federal, state, or local government project because of a violation of law or a
safety regulation?
Yes No
If the answer is yes, explain the circumstances in the following space.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 15
CONTRACT NO. 10-111065
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A-U07
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AT-U012
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STATE-U012
PROJECT-U012
NO.-U012
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CONTRACT-U012
NO.-U012
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D.-U012
CONSIDER-U012
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OF-U012
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WORKS-U012
TO-U012
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APPROVED-U012
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E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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UPON-U012
PASSAGE-U012
OF-U012
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BOOK TWO - CONTRACT NO. 10-11???PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In accordance with Public Contract Code Section 10232, the Contractor, hereby states under
penalty of perjury, that no more than one final unappealable finding of contempt of court by a
federal court has been issued against the Contractor within the immediately preceding two year
period because of the Contractor's failure to comply with an order of a federal court which orders
the Contractor to comply with an order of the National Labor Relations Board.
Note: The above Public Contract Code Statements and Questionnaire are part of the Bid. Signing this
Bid on the signature portion thereof shall also constitute signature of these Statements and
Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to
criminal prosecution.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 16
CONTRACT NO. 10-111065
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MG89556-U03
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AI93754-U03
DO94109-U03
C1-U03
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DOCUMENTS-U03
8/4/2010-U04
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3-U06
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NO.-U012
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NO.-U012
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E.-U012
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AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
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TO-U012
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IN-U012
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ON-U012
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17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
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OF-U012
STATE-U012
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BOOK TWO - CONTRACT NO. 10-11???NON-COLLUSION AFFIDAVIT
Title 23 United State Code Section 112 and Public Contract Code Section 7106)
To be executed by bidder and submitted with Bid
State of California
ss.
County of
In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106
being first duly sworn, deposes
and says 1) that he or she is of the party
making the foregoing bid; 2) that the bid is not made in the interest of or on behalf of any
undisclosed person, partnership, company, association, organization, or corporation; 3) that the
bid is genuine and not collusive or sham; 4) that the bidder has not directly or indirectly induced
or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly
colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or
that anyone shall refrain from bidding; 5) that the bidder has not in any manner, directly or
indirectly, sought by agreement, communication, or conference with anyone to fix the bid price
of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price,
or that of any other bidder, or to secure any advantage against the public body awarding the
contract to anyone interested in the proposed contract; 6) that all statements contained in the bid
are true; and further, 7) that the bidder has not, directly or indirectly, submitted his or her bid
price or any breakdown thereof, or the contents thereof, or divulged information or data relative
thereto, or paid, and will not pay, any fee to any corporation, partnership, company association,
organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham
bid.
Dated:
Bidder's Business Name
By:
Print Name:
Title:
State of California
County of
Subscribed and sworn to before me on this day of
20
by
proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me.
Notary Public Seal)
Signature
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 17
CONTRACT NO. 10- 11 1 065
BIB]
40394-U01
BOOK-U02
TWO-U02
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CONTRACT-U02
NO.-U02
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LI21329-U03
FO21330-U03
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FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
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PROGRAM-U07
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FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
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68-U012
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SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???DEBARMENT AND SUSPENSION CERTIFICATION
Title 49, Code of Federal Regulations, Part 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any person
associated therewith in the capacity of owner, partner, director, officer, manager:
is not currently under suspension, debarment, voluntary exclusion, or determination of
ineligibility by any federal agency;
has not been suspended, debarred, voluntarily excluded or determined ineligible by any
federal agency within the past 3 years;
does not have a proposed debarment pending; and,
has not been indicted, convicted, or had a civil judgment rendered against it by a court of
competent jurisdiction in any matter involving fraud or official misconduct within the
past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
Exceptions will not necessarily result in denial of award, but will be considered in determining
bidder responsibility. For any exception noted above, indicate below to whom it applies,
initiating agency, and dates of action.
Note: The above Certification is part of the Bid. Signing this Bid on the signature portion thereof shall
also constitute signature of this Certification. Providing false information may result in criminal
prosecution or administrative sanctions.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 18
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
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BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???STATEMENT CONCERNING EMPLOYMENT OF UNDOCUMENTED ALIENS
Public Contract Code Section 6101)
In conformance with Public Contract Code Section 6101, the bidder certifies compliance with
state and federal law with respect to the employment of undocumented aliens by signing this
proposal on the signature portion thereof. Public Contract Code section 6101 provides that no
state agency or department, as defined in Section 10335.7, that is subject to this code, shall award
a public works or purchase contract to a bidder or contractor, nor shall a bidder or contractor be
eligible to bid for or receive a public works or purchase contract, who has, in the preceding five
years, been convicted of violating a state or federal law respecting the employment of undocu-
mented aliens
Note: The above Statement is part of the Bid. Signing this Bid on the signature portion thereof shall
also constitute signature of this Statement. Providing false information may result in criminal prosecution
or administrative sanctions.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 19
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
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OF-U012
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E.-U012
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DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???CONTRACTOR'S CERTIFICATE AS TO WORKER'S COMPENSATION
Labor Code Section 1861)
Labor Code Section 3700 provides, in relevant part:
Every employer except the State shall secure the payment of compensation in one or
more of the following ways:
a) By being insured against liability to pay compensation in one or more insurers
duly authorized to write compensation insurance in this State.
b) By securing from the Director of Industrial Relations a certificate of consent to
self-insure either as an individual employer, or as one employer in a group of
employers, which may be given upon furnishing proof satisfactory to the Director
of Industrial Relations of ability to self-insure and to pay any compensation that
may become due to his or her employees."
I certify that I am aware of the provisions of Section 3700 of the Labor Code which
require every employer to be insured against liability for Workers' Compensation or to undertake
self-insurance in accordance with the provisions of that Code, and I will comply with such
provisions before commencing the performance of the work of this contract.
Note: The above Certificate is part of the Bid. Signing this Bid on the signature portion thereof shall
also constitute signature of this Certificate. Providing false information may result in criminal
prosecution or administrative sanctions.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 20
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
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STATE-U012
ROUTE-U012
68-U012
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BENANCIO-U012
ROAD-U012
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STATE-U012
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NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???CONTRACTOR'S CERTIFICATION OF GOOD-FAITH EFFORT TO HIRE
MONTEREY BAY AREA RESIDENTS
Monterey County Code Section 5.08.120)
I CERTIFY THAT I am aware of the provision of Monterey County Code Section 5.08.120.
Monterey County Code Section 5.08.120 provides, in relevant part:
A. General Provisions. Unless such a provision would conflict with a state or federal
law or regulation applicable to a particular contract for public works of improvement, all
County contracts for public works of improvement shall contain provisions pursuant to
which the contractor promises to make a good-faith effort to hire qualified individuals
who are, and have been for at least one 1) year prior to the opening of bids, residents of
the Monterey Bay Area in sufficient numbers so that no less than fifty percent 50%) of
the contractors total construction work force, including any subcontractor work force,
measured in labor work hours, is comprised of Monterey Bay Area residents.
B. Non-responsive Bidder Declaration: Enforcement. If any contractor submitting a
bid for a contract for public works of improvement fails to abide by the good-faith local
hiring provisions of this Section, the contractor may be declared by the Board to be a non-
responsive bidder for purposes of this Chapter. If a contractor lists in his or her bid a
subcontractor who is currently disqualified under the terms of this Section, the Board may
declare said contractor to be a non-responsive bidder for purposes of this Chapter. If the
Board finds that a contractor to whom a contract for public works of improvement has
been awarded has failed to comply with the good-faith hiring provisions of this Section
during the performance of the contract, the Board may disqualify the contractor from
bidding on any County contract for public works of improvement for a period of one 1)
year from the date of the Board's disqualification. A subsequent violation of this Section
by a contractor may result in disqualification by the Board for a period of three 3) years
from the date of the subsequent disqualification.
C. Binding on Subcontractors. Every contractor entering into a contract for public
works of improvement subject to the provisions of this Section shall include in each and
every subcontract for work, laborers, or materialmen relating to the project the
requirement that the subcontractor promises to make a good-faith effort to hire qualified
individuals who are, and have been for at least one 1) year prior to the opening of bids,
residents of the Monterey Bay Area. If the Board finds that any subcontractor has failed
during the performance of the subcontract to comply with its promise to contractor, the
Board may disqualify said subcontractor from submitting or being listed in any bid for
any County contract for public works of improvement for a period of one 1) year from
the date of the Board's disqualification. A subsequent violation by a subcontractor may
result in disqualification by the Board for a period of three 3) years from the date of the
subsequent disqualification."
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 21
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???I FURTHER CERTIFY AS FOLLOWS check the box that applies):
I CERTIFY that at least 50% of the total construction work force on the project, including
any subcontractor work force, measured in labor work hours, will be comprised of
qualified individuals who to the best of my knowledge are, and have been for at least one
1) year prior to the effective date of the opening of bids, Monterey Bay Area residents.
Evidence that I will comply with this requirement is as follows please use additional
pages to provide supporting evidence and/or documentation, as necessary):
I CERTIFY that I promise to make a good-faith effort to hire qualified individuals who,
to the best of my knowledge, are, and have been for at least one 1) year prior to the
effective date of the opening of bids, residents of the Monterey Bay Area in sufficient
numbers such that no less than fifty percent 50%) of the total construction work force on
the project, including any subcontractor work force, measured in labor work hours, will
be comprised of Monterey Bay Area residents. Evidence of my promise to make a good-
faith effort will be as follows please use additional pages to provide supporting evidence
and/or documentation, as necessary):
I CERTIFY that I do not comply with and am unable to promise to make a good-faith
effort to comply with the good-faith local hiring provisions set forth in Monterey County
Code Section 5.08.120.
I declare under penalty of perjury under the laws of the State of California that the
foregoing certification is true and correct. Executed on date) at
city/state)
Bidder's Business Name
Signature:
Print Name:
Title:
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 22
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
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15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
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MODIFICATIONS-U07
TO-U07
MITIGATION-U07
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REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
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ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???LIST OF SATISFIED PUBLIC AGENCIES
Two minimum)
Agency Name Project Name Contact Person Award Date Phone No.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 23
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???BIDDER'S BOND
WHEREAS, the Principal named below has submitted the accompanying bid to the County of
Monterey, a political subdivision of the State of California hereinafter called County"), for the
following project: STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION
IMPROVEMENTS.
WHEREAS, Principal as bidder, is required to furnish a bond executed by an admitted surety in
connection with said bid, to secure timely execution of the contract and delivery of the bonds and
insurance certificates, in the event that the contract is awarded to Principal; and
WHEREAS, the Principal has submitted the above-mentioned bid to the County, for which bids
are to be opened at city of where bid opening), California, on,
date bid opening).
NOW, THERFORE, we
PRINCIPAL, and
as SURETY, are held
and firmly bound into the County of Monterey in the penal sum of
Dollars $ J, which sum is not less than ten percent 10%) of the total amount of the
base bid amount including all alternates submitted by the said above-named Principal to the
County of Monterey, for the work described below, for the payment of which sum in lawful
money of the United States, well and truly to be made, to the County of Monterey we bind
ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by
these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, That
If the aforesaid Principal is awarded the contract and, within the time and manner required under
the specifications, after the prescribed forms are presented to him for signature, enters into a
written contract, in the prescribed form, in accordance with the bid, and files two bonds with the
County of Monterey, one to guarantee faithful performance and the other to guarantee payment
for labor and materials, as required by law and said contract documents, then this obligation shall
be null and void; otherwise, it shall be and remain in full force and virtue.
Surety hereby stipulates and agrees that no change, extension of time, alternation or addition to
the terms of the contract on the call for bids, or to the work to be performed thereunder, or the
specifications accompanying the same, shall in any way affect its obligations under this bond,
and it does hereby waive notice of any such change, extension of time, alteration or addition to
the terms of said contract or the call for bids, or to the work of to the specifications.
If the County brings suit upon this bond and judgment is recovered, the Surety shall pay all
litigation expenses incurred by the County in such suit, including attorney's fees, court costs,
expert witness fees and investigation expenses.
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 24
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012
BOOK TWO - CONTRACT NO. 10-11???IN WITNESS WHEREOF the above-bounden parties have executed this instrument under their
several seals this day of 20 the name and corporate seal of each
corporate party being hereto affixed and these presents duly signed by its undersigned
representative, pursuant to authority of its governing body.
Corporate Seal)
Principal
By
Name and Title
Corporate Seal)
Surety
By
Name and Title
Attach: 1) Copy of authorization for signatory for Principal, and 2) original or certified copy of unresolved
appointment, power of attorney, by laws, or other instrument entitling or authorizing person executing bond on
behalf of Surety to do so).
STATE ROUTE 68 AT SAN BENANCIO ROAD INTERSECTION IMPROVEMENTS 25
CONTRACT NO. 10-111065
BIB]
40394-U01
BOOK-U02
TWO-U02
U02
CONTRACT-U02
NO.-U02
10-111065-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89575-U03
AS89581-U03
AI93754-U03
DO94109-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15366-U05
3-U06
A.-U07
CONDUCT-U07
A-U07
PUBLIC-U07
HEARING-U07
TO-U07
CONSIDER-U07
MODIFICATIONS-U07
TO-U07
MITIGATION-U07
MONITORING-U07
REPORTING-U07
PROGRAM-U07
STATE-U07
300-PUBLIC-U08
WORKS-U08
FERNANDEZ-U09
VERONICA-U09
FERNANDEZV-U10
7/19/2010-U011
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS-U012
BY-U012
SUBSTITUTING-U012
EQUIVALENT-U012
OR-U012
MORE-U012
EFFECTIVE-U012
MITIGATION-U012
MEASURES;-U012
B.-U012
CONSIDER-U012
ADOPTING-U012
A-U012
RESOLUTION-U012
MAKING-U012
APPROPRIATE-U012
FINDINGS-U012
ADOPTING-U012
MITIGATION-U012
MONITORING-U012
REPORTING-U012
PROGRAM-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS;-U012
C.-U012
CONSIDER-U012
APPROVING-U012
PLANS-U012
SPECIAL-U012
PROVISIONS-U012
STATE-U012
ROUTE-U012
68-U012
AT-U012
SAN-U012
BENANCIO-U012
ROAD-U012
INTERSECTION-U012
IMPROVEMENTS,-U012
STATE-U012
PROJECT-U012
NO.-U012
EA-U012
05-0H8220,-U012
CONTRACT-U012
NO.-U012
10-111065;-U012
D.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
SIGN-U012
APPROVED-U012
PLANS-U012
SPECIFICATIONS;-U012
E.-U012
CONSIDER-U012
AUTHORIZING-U012
DIRECTOR-U012
OF-U012
PUBLIC-U012
WORKS-U012
TO-U012
ADVERTISE-U012
NOTICE-U012
TO-U012
BIDDERS"-U012
IN-U012
CALIFORNIAN-U012
ON-U012
JANUARY-U012
17,-U012
2011-U012
JANUARY-U012
24,-U012
2011,-U012
CONTINGENT-U012
UPON-U012
PASSAGE-U012
OF-U012
STATE-U012
BUDGET.-U012