HomeMy WebLinkAboutAGENDA REPORT 2021 1006 CCSA REG ITEM 09BCITY OF MOORPARK, CALIFORNIA
City Council Meeting
of October 6, 2021
ACTION APPROVED STAFF
RECOMMENDATION.
BY B. Garza.
B. Consider Plans and Specifications (Specification No. MPK 21-03), Authorization
to Advertise for Construction Bids, and Authorization to Request for Proposals for
Construction Management Services for the Princeton Avenue Improvement
Project (C0020). Staff Recommendation: 1) Consider, review, and approve the
Plans and Specifications for the Princeton Avenue Improvement Project (C0020),
Specification No. MPK 21-03, subject to final language by the City Manager and
City Engineer/Public Works Director; 2) Authorize staff to advertise and obtain
construction bids for the Princeton Avenue Improvement Project (C0020),
Specification No. MPK 21-03; and 3) Authorize staff to request proposals for
professional services for construction engineering, management, and inspections
services for the Princeton Avenue Improvement Project (C0020), Specification No.
MPK 21-03. (Staff: Daniel Kim, City Engineer/Public Works Director)
Item: 9.B.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Daniel Kim, City Engineer/Public Works Director
DATE: 10/06/2021 Regular Meeting
SUBJECT: Consider Plans and Specifications (Specification No. MPK 21-03),
Authorization to Advertise for Construction Bids, and Authorization
to Request for Proposals for Construction Management Services for
the Princeton Avenue Improvement Project (C0020)
SUMMARY
Staff is requesting that City Council consider the Plans and Specifications for the
Princeton Avenue Improvement Project (C0020), Specification No. MPK 21-03 for
review and approval and authorize project advertisement to obtain construction bids.
The proposed scope of work consists of the reconstruction of approximately 3,600 feet
of Princeton Avenue, between east of Spring Road and Condor Drive. The proposed
improvements include retaining wall structures, screen walls, graded slopes, and storm
drainage facilities to accommodate the widening of Princeton Avenue for 8-foot bike
lanes, 12-foot vehicle travel lanes (one in each direction), 14-foot left-turn lane, and
pedestrian sidewalks.
BACKGROUND
On July 1, 2009, the City Council approved the conceptual design for the Princeton
Avenue Improvement Project and directed staff to proceed with the completion of the
plans, specifications, cost estimates, and acquisition of the required right-of-way and
construction easements. The current scope of improvements for the project includes
the widening of the roadway and construction of two vehicle travel lanes, dual left-turn
lane, Class II bikeways, sidewalks, curb and gutter, retaining wall structures, storm
drainage infrastructure, landscape and irrigation improvements, and utility relocations.
In 2010, the City was awarded $900,000 in federal funds from the Highway Safety
Improvement Program (HSIP) for the construction of the proposed improvements on
Princeton Avenue. The Federal Highway Administration (FHWA) is the federal agency
Item: 9.B.
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10/06/2021 Regular Meeting
Page 2
that is involved in the federal funding and has delegated its authority to the State of
California Department of Transportation (Caltrans) Office of Local Assistance. Caltrans
has the responsibility to ensure that local agencies are administering the federal-aid
program and are in conformance with the applicable federal requirements. The
following is a summary of recent project milestones for the Princeton Avenue
Improvement Project.
• June 12, 2018: National Environmental Policy Act (NEPA) Compliance
and Determination that the project has no significant impacts on the
environment.
• December 10, 2020: Caltrans Office of Permits approved the City’s
Encroachment Permit No. 07-18-N-MC-2457 for the construction of the
Princeton Avenue improvements within State right-of-way.
• January 7, 2021: Caltrans Office of Permits approved the City’s
Encroachment Permit Rider No. 07-18-N-RD-3216 for acceptance of the
Hazardous Waste reports associated with construction of the Princeton
Avenue improvements within State right-of-way.
• August 5, 2021: Obtained NEPA Re-Validation for a minor scope change
to the project to include a pedestrian sidewalk along the northside of
Princeton Avenue.
• August 12, 2021: Right-of-Way Certification was granted by Caltrans.
Staff has been working closely with the City’s consultant design engineer, Stantec
Consulting Services, Inc. (Stantec Consulting), on preparation of the final Plans and
Specifications. Attached for the City Council’s reference and consideration are the
Plans and Specifications for review and approval.
DISCUSSION
The proposed scope of work consists of the reconstruction of approximately 3,600 feet
of Princeton Avenue, between east of Spring Road and Condor Drive. The proposed
improvements include retaining wall structures, screen walls, graded slopes, and storm
drainage facilities to accommodate the widening of Princeton Avenue for 8-foot bike
lanes,12-foot vehicle travel lanes (one in each direction), 14-foot left-turn lane, and
pedestrian sidewalks. The following renderings provide a “before and after” image of
the proposed improvements along Princeton Avenue.
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Figure 1. Before and After Rendering of Princeton Avenue (Aerial) and State
Highway 118 Overcrossing
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10/06/2021 Regular Meeting
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Figure 2. Before and After Rendering of Princeton Avenue (Westbound) at State
Highway 118 Overcrossing
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10/06/2021 Regular Meeting
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Figure 3. Before and After Rendering of Princeton Avenue (Eastbound) at State
Highway 118 Overcrossing
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10/06/2021 Regular Meeting
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The HSIP federal funds for the project have been allocated for Construction and
Construction Engineering. This “phase” and eligible construction costs include the
actual cost to construct the highway improvements, including appurtenant facilities and
removal, demolition, construction management and engineering, and administrative
support services. Federal Authorization to Proceed with construction must be obtained
in writing, prior to any advertising for construction bids and fee proposals for
construction engineering services.
At this time, both Caltrans and FHWA will begin processing a new Request for
Authorization (RFA) Packages from local agencies after October for the upcoming
2021-2022 Federal Fiscal Year. The project RFA is complete and will be transmitted to
Caltrans’ Local Assistance staff for processing as soon as the review period starts. The
RFA review process typically can take several weeks.
The City Engineer has reviewed the Plans and Specifications for the project and has
determined that the documents were prepared in accordance with reasonable,
professional engineering judgement, and with due consideration for public safety.
Additionally, since much of the improvements to Princeton Avenue occur within State
right-of-way, Caltrans’ engineers and staff reviewed the construction plans for
conformance with current State Specifications and Standard Plans.
Attached for the City Council’s consideration for review and approval are the Plans and
Specifications for the Princeton Avenue Improvement Project. Staff is requesting that
the City Council review and approve the Plans and Specifications, authorize staff to
advertise the project for construction bids upon receipt of Project Authorization to
Proceed from Caltrans, and authorize staff to prepare and advertise a Request for
Proposal (RFP) for construction engineering services upon receipt of Project
Authorization to Proceed from Caltrans.
FISCAL IMPACT
Staff will return to City Council for construction bid award and schedule. The project is
identified in the City’s Capital Improvement Program (CIP) as CIP C0020. The current
funding allocation for construction, Account No. 2014-311-C0020-55200, is
$5,369,863.91. Staff and Stantec Consulting estimates the construction cost to be
approximately $8,270,467.00. Public Works and Finance staff will work together to
determine additional funding sources for the construction of the Princeton Avenue
Improvement Project and present funding recommendations once final bid costs are
determined. Any new funding appropriation requests will be presented to the City
Council for consideration.
As previously mentioned, the project was awarded $900,000 in federal HSIP funds.
Staff is also in communication with Caltrans Local Assistance and Ventura County
Transportation Commission (VCTC) staff for an additional $200,000 in federal Surface
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Honorable City Council
10/06/2021 Regular Meeting
Page 7
Transportation Program (STP) funding. The City’s RFA construction package will also
include the additional $200,000 in STP funding. The following is the anticipated
construction cost breakdown, based on the Engineer’s Estimate:
Construction Cost Estimate Bid Amount
Construction Contract Estimate $8,270,467.00
Construction Contingency (10%) $ 827,046.70
Construction Engineering (15% of total construction) $1,364,627.00
Total Construction Phase Cost Estimate $10,462,140.70
COUNCIL GOAL COMPLIANCE
This action does not support a current strategic directive for the Fiscal Year 2021-2023
Goals and Objectives, however the improvement of the Princeton Ave has been a City
Council priority project for many years.
STAFF RECOMMENDATION
1. Consider, review, and approve the Plans and Specifications for the Princeton
Avenue Improvement Project (C0020), Specification No. MPK 21-03, subject to
final language by the City Manager and City Engineer/Public Works Director;
2. Authorize staff to advertise and obtain construction bids for the Princeton Avenue
Improvement Project (C0020), Specification No. MPK 21-03; and
3. Authorize staff to request proposals for professional services for construction
engineering, management, and inspections services for the Princeton Avenue
Improvement Project (C0020), Specification No. MPK 21-03.
Attachment: Plans and Specification for the Princeton Avenue for the Princeton Avenue
Improvement Project (C0020), Specification No. MPK 21-03
39
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
NOTICE TO BIDDERS, CONTRACT PROPOSAL, AND SPECIFICATIONS
FOR THE CONSTRUCTION OF
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
JANICE PARVIN, MAYOR
DR. ANTONIO CASTRO, COUNCILMEMBER
CHRIS ENEGREN, COUNCILMEMBER
DANIEL GROFF, COUNCILMEMBER
DAVID POLLOCK, COUNCILMEMBER
TROY BROWN, CITY MANAGER
DANIEL KIM, P.E., CITY ENGINEER/PUBLIC WORKS DIRECTOR
BIDS TO BE OPENED ON TBD, 2021
AT 3:00 P.M.
Prices:
Online No charge
Picked Up $50.00
Mailed $60.00
City Clerk
799 Moorpark Avenue
Moorpark, CA 93021
(805) 517-6223
40
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
1 Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
CITY OF MOORPARK
CONSTRUCTION DOCUMENTS
FOR
NAME: Princeton Avenue Improvement Project (CIP C0020)
LOCATION: Princeton Avenue, Between Spring Road and Condor Drive-Virginia
Colony Place
SPECIFICATION NO.: MPK 21-03
FEDERAL AID NO: HSIPL-5436(018)
DATE: October 6, 2021
PREPARED BY:
_________________________________
Geremy Salts, P.E.
Principal Civil Engineer
Stantec Consulting Services Inc.
REVIEWED BY:
_________________________________
Daniel Kim, P.E.
City Engineer/Public Works Director
City of Moorpark
41
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
2
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
NOTICE TO BIDDERS, SUBCONTRACTORS, AND SUPPLIERS
If you discover any error or omission in the plans, specifications, or proposal, or have
any question concerning the bidding documents, please contact:
Geremy Salts, P.E. OR Daniel Kim
Stantec Consulting Services Inc. City Engineer/Public Works Department
111 East Victoria Street City of Moorpark
Santa Barbara, CA 93101 799 Moorpark Avenue
Telephone: (805) 308-9159 Moorpark, CA 93021
Email: geremy.salts@stantec.com Telephone: (805) 517-6255
Email: dkim@moorparkca.gov
Advise the person answering the phone that you have a "Bidding Question." Please do
not call other staff members or consultants.
All bids must be sealed and submitted at, or before 3:00 p.m., on TBD, 2021, to the
following:
City Clerk
City of Moorpark
799 Moorpark Avenue
Moorpark, CA 93021
After the bid opening, bid results may be obtained by calling the Public Works
Department. After Notice to Proceed is issued to the successful bidder, all contacts
should be through Daniel Kim, City Engineer/Public Works Director, at (805) 517-6255.
NOTE: Please mark on the outside of the envelope (and Express shipment
envelope, if applicable):
PRINCETON AVENUE IMPROVEMENT PROJECT
Sealed Bids – Do Not Open With Regular Mail
Bids to be opened at 3:00 p.m. on TBD, 2021
42
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
3
TABLE OF CONTENTS
Notice Inviting Sealed Bids ........................................................................... Page 5
Bid Terms and Conditions ............................................................................ Page 9
Proposal ....................................................................................................... Page 17
Documents for Execution by Successful Bidder ........................................... Page 61
Agreement / Bonds / Insurance / Etc. ........................................................... Page 63
Standard Specifications ................................................................................ Page 94
Special Provisions ........................................................................................ Page 109
900 Special Conditions ....................................................................... Page 110
901 Special Construction Requirements ............................................. Page 115
902 Mobilization .................................................................................. Page 120
903 Traffic Control, Construction Signing & Traffic Maintenance ........ Page 122
904 Surveying and Construction Staking ............................................ Page 126
905 Stormwater Pollution Control ........................................................ Page 127
906 Clearing and Grubbing ................................................................. Page 131
907 Excavation and Fill ....................................................................... Page 133
908 Pavement Milling .......................................................................... Page 134
909 Street Surface Preparation ........................................................... Page 136
910 Asphalt Tack Coat ........................................................................ Page 139
911 Asphalt Concrete Pavement and Base ........................................ Page 141
912 Asphalt Rubber Hot Mix (ARHM) ................................................. Page 148
913 Portland Cement/Concrete Improvements ................................... Page 161
914 Adjust Utility and Survey Monument Covers ................................ Page 164
915 Protect Survey Monumentation .................................................... Page 166
916 Chain Link Fences and Gates ...................................................... Page 167
917 Traffic Signing & Pavement Delineation ....................................... Page 168
918 Drainage Systems ........................................................................ Page 173
919 Retaining and Screen Walls ......................................................... Page 176
920 Release on Contract .................................................................... Page 177
921 Cast-In-Place Concrete ................................................................ Page 178
922 Wire and Cabling .......................................................................... Page 207
923 Lighting ........................................................................................ Page 217
924 Landscape Irrigation ..................................................................... Page 227
925 Landscape Planting ...................................................................... Page 239
926 Remove and Replace Asphalt Concrete ...................................... Page 253
927 Potholing ...................................................................................... Page 255
1000 Water Improvements .................................................................... Page 256
1001 Earthwork and Open Trench Pipe Laying .................................... Page 261
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
4
1002 Trench Safety Methods ................................................................ Page 277
1003 Pipeline Testing, Cleaning, Disinfecting, and Inspecting .............. Page 278
1004 Portland Cement Concrete (Water Improvements) ...................... Page 280
Appendices .................................................................................................. Page 282
List of Appendices ........................................................................................ Page 283
Appendix A: Release on Contract
Appendix B: LAPM Exhibit 12-G, Required Federal-Aid Contract Language
Appendix C: Notice to Property Owners and Residents
Appendix D: Standard Plans and Details
Appendix E: Ventura County Air Pollution Control Board Rule 55, Fugitive Dust
Appendix F: Permits
Appendix G: Quality Assurance Program
Appendix H: Wage Rates
Appendix I: Construction Plans
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
5
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
NOTICE INVITING SEALED BIDS
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
SPECIFICATION NO. MPK 21-03
FEDERAL AID NO. HSIPL-5436(018)
45
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
6
NOTICE INVITING SEALED BIDS
Pursuant to statute and to the authorization approved by the Council of the City of
Moorpark, California, on October 6, 2021, and on file in the office of the City Clerk of
said City, NOTICE IS HEREBY GIVEN that sealed bids for the Princeton Avenue
Improvement Project will be received by the City Clerk, in the City Hall, 799 Moorpark
Avenue, Moorpark, California, 93021, at or before 3:00 p.m. on TBD, 2021, at which
time they will be publicly opened and read. The official bid clock, which will establish
the official bid time, will be determined by the City Clerk's Division of the City of
Moorpark.
SCOPE OF WORK:
The work to be performed under this Contract generally consists of removal and
reconstruction of approximately 0.7 miles of an existing roadway, new sidewalks, curb
and gutter, street frontage improvements, landscape and irrigation improvements,
retaining walls and associated structures, street lighting improvements, storm drainage
infrastructure, and domestic water improvements, as shown on the Project Plans. The
roadway will be removed and/or reconstructed to allow for roadway widening for
approximately 5,900 tons of asphalt concrete, 1,950 tons of rubberized asphalt, 23,000
square feet of retaining wall face, thermoplastic striping, and related work as required by
the Project Plans and Specifications. The proposal shall be submitted and the work
shall be performed by a Class (“A”) State of California licensed contractor in strict
conformance with plans and specifications as approved by the City Council on October
6, 2021, and now on file in the City's Department of Public Works and the City Clerk.
Plans and specifications can be viewed and downloaded, at no cost, online at
http://www.moorparkca.gov/35/Doing-Business. Copies of plans and specifications may
be obtained by prospective bidders from the City Engineer/Public Works Department at
799 Moorpark Avenue, Moorpark, CA 93021, upon the payment of $50, plus $10 for
handling fees, if mailed. All questions regarding the bid documents should be directed
to Daniel Kim, City Engineer/Public Works Director, at (805) 517-6255.
It is the bidder’s responsibility to check the City’s website for any addenda that may be
issued for this project prior to submittal of the bid. Failure to submit the required
Addenda Acknowledgment with the bid proposal will disqualify the bidder.
All prospective bidders shall abide by the provisions of the Bid Terms and Conditions
listed in the project's specifications.
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
7
The City reserves the right to retain all proposals for a period of 90 days after the bid
opening date for examination, comparison, and to delete any portion of the work from
the Contract. The City reserves the right to determine and waive unsubstantial
irregularities in any proposal, to reject any or all proposals, to reject one part of a
proposal, and accept the other. The bid shall be balanced so that each bid item is
priced to carry its share of the cost of the work and also its share of the contractor’s
overhead and profit. The City reserves the right to delete any bid item to the extent that
the bid is qualified by specific limitation. An unbalanced bid shall be considered as
grounds for rejecting the entire bid. The City further reserves the right to make award to
the lowest responsible bidder as the interest of the City may require.
The City will not consider awarding any contract, based upon any proposal submitted by
any contractor, and the City will not consent to subletting any portions of the Contract to
any subcontractor, located in a foreign country during any period in which such foreign
country is listed by the United States Trade Representative as discriminating against
U.S. firms in conducting procurements for public works projects.
No Contractor, or subcontractor, shall be listed on a bid proposal or awarded a contract
for a public works project unless registered with the Department of Industrial Relations,
pursuant to Labor Code section 1725.5. This project is subject to compliance,
monitoring, and enforcement by the Department of Industrial Relations.
In accordance with the provisions of Division 2, Part 7, Chapter 1 of the California Labor
Code, the California Department of Industrial Relations has established the general
prevailing rates of per diem wages for each craft, classification, and type of work
needed to execute contracts for public works and improvements. The per diem wages
published at the date the contract is advertised for bids shall be applicable. Copies of
the prevailing rate of per diem wages are on file at the California Department of
Industrial Relations, https://www.dir.ca.gov/Public-Works/Prevailing-Wage.html. Future
effective wage rates, which have been predetermined and on file with the Department of
Industrial Relations, are referenced but not printed in said publication. The new wage
rates shall become effective on the day following the expiration date and apply to this
Contract in the same manner as if they had been included or referenced in this
Contract.
Furthermore, the current Federal General Wage Determinations for this project, as
predetermined by the Secretary of Labor, are set forth in these Special Provisions. If
there is a difference in the Federal minimum wage rates and the California Department
of Industrial Relations for similar classifications of labor, the contractor and their
subcontractors shall pay not less than the higher wage rate. The Contractor for this
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
8
work shall perform all the basic regulations, requirements, an procedures pursuant to
the Davis-Bacon Act and related prevailing wage statutes.
The wage rate for any classification not listed by the Federal Department of Labor or the
California Department of Industrial Relations, but which may be required to execute the
proposed contract, shall be in accord with specified rates for similar or comparable
classifications or for those performing similar or comparable duties, within the Agency’s
determinations.
The work herein proposed will be partly financed with Federal funds, and therefore, all
of the statutes, rules and regulations promulgated by the Federal Government, including
the Disadvantage Business Enterprise requirements for Underutilized Disadvantaged
Business Enterprises (UDBE), shall apply to this work. The City hereby notifies to all
bidders that it will affirmatively ensure that in any contract entered pursuant to this
advertisement, DBEs will be afforded the opportunity to submit bids in response to this
invitation and will not be discriminated against on the grounds of race, color, gender, or
national origin in consideration for an award. In accordance with 49 CFR Part 26, the
City has established a DBE contract participation goal of 17 percent.
All bids must be made on the Proposal Forms that are included in the Plans and
Specifications No. MPK 21-03. Failure to include all of the Proposal Forms may
disqualify the proposal. Bidders shall provide a properly executed Bidder's Bond
(contained herein), cashier's check, or other bidder's security payable to the City of
Moorpark to accompany the Proposal in the amount of ten percent (10%) of the total
bid. The proceeds thereof will become the property of the City if the bidder fails to or
refuses to execute the contract within ten (10) calendar days after the City has notified
the bidder of intent to award the bid or within ten (10) calendar days after notice of the
award has been sent by mail to the bidder, whichever occurs first.
The bidder to whom the Contract is awarded (Contractor) shall execute the Contract
and furnish a surety bond in the amount of 100% of the Contract bid price guaranteeing
the faithful performance of the Contract and to secure the payment of claims for
materials and labor provided by others in performing the work.
The Contractor may substitute securities for retention monies pursuant to Public
Contract Code, Section 22300.
48
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
9
CITY OF MOORPARK
CITY ENGINEER/PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
BID TERMS AND CONDITIONS
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
SPECIFICATION NO. MPK 21-03
FEDERAL AID NO. HSIPL-5436(018)
49
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
10 Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
BID TERMS AND CONDITIONS
Requirement to Meet All Bid Provisions – Each bidder shall meet all of the specifications
and bid terms and conditions. By virtue of the bid submission, the bidder acknowledges
agreement with and acceptance of all provisions of the specifications, except as
expressly qualified in the proposal. Unsubstantial deviations may be considered,
provided that the bidder submits a full description and explanation of and justification for
the proposed deviations. Whether any proposed deviation is unsubstantial will be
determined by the City in its sole discretion.
DIR Registration – In accordance with the provisions of the California Labor Code,
Section 1771.1, as amended by SB 854, unless registered with the Department of
Industrial Relations (DIR), a contractor may not bid, not be listed as a sub-contractor, for
any bid proposal submitted for public work on or after March 1, 2015, with certain
expectations as set forth in Labor Code 1771.1(a). Further, a public entity cannot award
a Public Works contract to a non-registered contractor or sub-contractor, effective April
1, 2015. As such, bidders must be registered with DIR. If any contractor, or sub-
contractor, listed in a bid or proposal is believed to be exempt from registration, as set
forth in Labor Code 1771.1(a), the bid proposal must set forth the claimed exemption.
Failure to provide evidence of registration, or a valid exemption, at the time of bid
submittal shall render the bid as non-responsive and shall act as a bar to award the
Contract to any bidder not registered with DIR.
License – In accordance with the provisions of California Public Contract Code Section
3300, the City has determined that the Contractor shall possess a valid applicable Class
A Contractor's License at the time the bid is submitted. Failure to possess the specified
license shall render the bid as non-responsive and shall act as a bar to award the
Contract to any bidder not possessing said license at the time of bid submittal.
Maintenance of License – The Contractor must be properly licensed as a contractor
from Contract Award through Contract Acceptance (Public Contract Code § 10164).
Communications Regarding Bid – If a prospective bidder is in doubt as to the true
meaning or intent of any part of the Contract Documents, or discovers discrepancies or
omissions, the bidder may submit to the City Engineer a written request for an
interpretation or a correction thereof. Interpretations or corrections of the Contract
Documents shall be made only by addendum duly issued by the City Engineer. A copy
of such addendum will be mailed or delivered to each potential bidder receiving a set of
the Contract Documents. Such addendum shall be considered a part of, and
incorporated, into the Contract Documents.
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
11
All timely requests for information submitted in writing will receive a written response
from the City. Timely requests are those in which the City, in its sole judgment, can
reasonably respond to before bid closing. Telephone communications with city staff are
not encouraged, but will be permitted. However, any such verbal communication shall
not be binding on the City. No inquiries will be accepted later than five (5) business
days prior to the bid opening date.
Sales Tax Reimbursements – For sales occurring within the City of Moorpark, the City is
reimbursed a portion of the sales tax paid. Therefore, for bids from retail firms located
in the City of Moorpark at the time of bid closing, for which sales tax is allocated to the
City of Moorpark, 1% of the taxable amount of the bid will be deducted from the bid by
the City in the calculation and determination of the lowest responsible bid (the 1% being
the same percentage reimbursed to the City on the taxable amount of all purchases
occurring within the City). In order to receive the 1% adjustment for sales tax
reimbursed to the City, bids from contractors who intend to purchase taxable materials,
supplies, or services in the City of Moorpark must indicate in the bid submittal the
amount of sales tax which is to be deducted from the bid. Additionally, when a
contractor's bid receives such an adjustment and becomes the lowest responsible bid,
the contract amount will be reduced by the amount of the sales tax reimbursement
indicated in the bid submittal. The Contractor will subsequently be reimbursed the
amount deducted upon submission and verification of source documentation of the
purchase of taxable materials, supplies, or services in the City of Moorpark in
accordance with the bid submittal. In no case, however, shall the Contractor be
reimbursed an amount greater than the amount of the adjustment indicated in the bid
submittal. Contractors who furnish their own supplies or materials and calculate a tax
paid to them are not eligible for the sales tax adjustment since the sales tax is allocated
to the County and not the City.
Bidder's Bond Requirement – Bidders shall provide a properly executed Bidder's Bond
(contained herein), cashier's check, or other bidder's security payable to the City of
Moorpark to accompany the Proposal in the amount of ten percent (10%) of the total
bid. The proceeds thereof will become the property of the City if the bidder fails to or
refuses to execute the contract within ten (10) calendar days after the City has notified
the bidder of intent to award the bid or within ten (10) calendar days after notice of the
award has been sent by mail to the bidder, whichever occurs first. Additionally, the
proceeds of the bidder's bond will become the property of the City if the bidder fails to or
refuses to furnish satisfactory bonds or evidence of insurance required in the contract
construction documents within ten (10) days after the bid has been awarded. The bond
shall be sufficient and duly executed by a surety admitted to do business in the State of
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
12
California. All bid bonds or substitutes therefore will be returned upon timely execution
of the Contract and the filing of satisfactory insurance certifications and bonds by
successful bidder.
Bid Submission – Each bid must be submitted on the form(s) provided in the Proposal.
The Proposal shall be enclosed in an envelope which shall be sealed and addressed to
the City Clerk, City of Moorpark, 799 Moorpark Avenue, Moorpark, California 93021. In
order to guard against premature opening, the Proposal shall be clearly labeled with the
bid title, name of bidder, and date and time of bid opening. If proposal is delivered to
the City via Express Delivery, or other priority mail service, the above information
must also be included on the outside shipment envelope.
Submission of One Bid Only – No individual, or business entity of any kind, shall be
allowed to make or file or to be interested in more than one bid, except an alternative
bid when specifically requested. However, an individual who has quoted prices on
materials to a bidder submitting a Proposal is not thereby disqualified from quoting
prices to other bidders submitting proposals.
Bid Withdrawal – A bidder may withdraw its Proposal without prejudice prior to the time
specified for the bid opening by submitting a written request to the City Clerk for its
withdrawal. If this occurs, the Proposal will be returned to the bidder unopened. No
proposal received after the time specified or at any place other than the place stated in
the Notice Inviting Bids will be considered. All bids will be opened and declared
publicly. Bidders, or their representatives, are invited to be present at the opening of
the bids.
Bid Quotes and Unit Price Extensions – The extensions of unit prices for the quantities
indicated and the lump sum prices quoted by the bidder must be entered in figures in
the spaces provided on the Bid Submission Form(s). The Bid Submission Form(s) must
be totally completed. If the unit price and the total amount stated by any bidder for any
item are not in agreement, the unit price alone will be considered as representing the
bidder's intention and the total will be corrected to conform to the specified unit price.
Bid Retention and Award – The City reserves the right to retain all proposals for a
period of 90 days after the bid opening date for examination and comparison. The City
also reserves the right to determine and waive unsubstantial irregularities in any
proposal, to reject any or all proposals, to reject one part of a proposal and accept the
other, except to the extent that the proposals are qualified by specific limitations, and to
make award to the lowest responsible bidder as the interest of the City may require.
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
13
Labor Actions – In the event that the successful bidder is experiencing a labor action at
the time of the award of the bid (or if its suppliers or subcontractors are experiencing
such a labor action), the City reserves the right to declare said bidder is no longer the
lowest responsible bidder and may accept the next acceptable low bid from a bidder
that is not experiencing a labor action and declare it to be the lowest responsive and
responsible bidder.
Contract Requirement – The bidder to whom award is made, or notice of intent is given,
shall execute a written contract with the City within ten (10) calendar days after notice of
the award has been sent by mail to the address given in the Proposal or within ten (10)
calendar days after receipt by bidder of oral communication of the intent to award,
whichever occurs first. The Contract shall be made in the form adopted by the City and
incorporated in these specifications. The bidder warrants that bidder possesses, or has
arranged through subcontracts, all capital and other equipment, labor and materials to
carry out and complete the work hereunder in compliance with all Federal, State,
County, City and Special District Laws, Ordinances, and Regulations which are
applicable; and further, bidder shall comply with all Federal, State, County, City and
Special District Laws, Ordinances, and Regulations which are applicable.
Failure to Accept Contract – If upon notification of intent to award the bid by the City, the
bidder fails to enter into the Contract within the specified time period, the pending award
will be cancelled. Any bid security will be forfeited in accordance with these Bid Terms
and Conditions if a bidder's bond or security is required. An award may be made to the
next lowest responsible bidder who shall fulfill every term and condition of the bid.
Business Registration – The City's Business Registration Ordinance requires that a
Business Registration Receipt be obtained before any business, trade, profession,
enterprise, establishment, occupation, or calling is conducted within the City.
Additional information regarding the City's Business Registration program may be
obtained by calling (805) 517-6243.
Faithful Performance Bond Requirement – The bidder to whom the Contract is awarded
(Contractor) shall execute the Contract and furnish a surety bond in the amount of
100% of the Contract bid price guaranteeing the faithful performance of the Contract.
The bond shall remain in force for a period of one year after the date of recordation of
Notice of Completion by City. The bond shall be sufficient and duly executed by a
surety admitted to do business in the State of California.
Material Suppliers and Laborer Bond Requirement – The Contractor shall furnish a
surety bond by an admitted surety in the amount of 100% of the Contract bid price to
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
14
secure the payment of claims for materials and labor provided by others in performing
the work. The bond shall be sufficient and duly executed by a surety admitted to do
business in the State of California.
Antitrust Claims – In accordance with Section 4552 of the Government Code, in
submitting a bid to a public purchasing body, the bidder offers and agrees that if the bid
is accepted, it will assign to the purchasing body all rights, title, and interest in and to all
causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 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. This assignment shall be made and become
effective at the time the awarding body tenders final payment to the bidder without
further acknowledgment by the parties.
Bid Rigging – The U.S. Department of Transportation (DOT) provides a toll-free hotline
to report bid rigging activities. Use the hotline to report bid rigging, bidder collusion, and
other fraudulent activities. The hotline number is (800) 424-9071. The service is
available 24 hours 7 days a week and is confidential and anonymous. The hotline is part
of the DOT's effort to identify and investigate highway construction contract fraud and
abuse and is operated under the direction of the DOT Inspector General.
Prevailing Wages and Minority Group Skill Upgrade and Employment – Bidders are
hereby notified that pursuant to the provisions of the California Labor Code, the
California Department of Industrial Relations has ascertained the general prevailing rate
of per diem wages and the general prevailing rate for legal holiday and overtime work in
the locality in which this work is to be performed for each craft, classification, or type of
worker needed to execute the Contract. Such wage scale is set forth at length in a
Schedule of Prevailing Rates of Wages that is on file at the California Department of
Industrial Relations and is available at:
https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm
The published prevailing wage rates that the Contractor shall pay are hereby
incorporated in and made a part these Bid Terms and Conditions.
The bidder, to whom the Contract is awarded, shall assist in locating, qualifying, hiring,
and increasing the skills of minority group employees and applicants for employment, as
set forth in Executive Orders 11246 and 11375.
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
15
For Federally funded projects, the current Federal General Wage Determinations shall
apply for this project, as predetermined by the Secretary of Labor. If there is a
difference in the Federal minimum wage rates and the California Department of
Industrial Relations for similar classifications of labor, the Contractor and its sub-
contractors shall pay not less than the higher wage rate. The wage rate for any
classification not listed by the Federal Department of Labor or the California Department
of Industrial Relations, but which may be required to execute the Contract, shall be in
accord with specified rates for similar or comparable classifications or for those
performing similar or comparable duties, within the Agencies’ determinations.
Public Records Act – All information contained in the Proposal, and the Proposal itself,
is public information once opened, unless it is bona fide trade secret information and is
labeled as such. Any California Public Records Act request for information labeled as a
trade secret shall be forwarded to the bidder for legal defense. Failure on the part of the
bidder to promptly defend against any such request or action shall be deemed an
unqualified waiver of the confidentiality of all trade secret information in the Proposal.
Recycled Purchase Requirement – Bidders are hereby notified that pursuant to the
provisions of Sections 22150 – 22154 of the California Pubic Contract Code, the City is
required to purchase recycled products, as defined in Section 12200 of the same Code,
if the product fitness and quality are equal to the non-recycled product and available at
the same or a lesser total cost than non-recycled items. Bidders shall offer products
and prices to the City that meets these requirements.
Accuracy of Specifications – The specifications and the plans for this project are
believed by the City to be accurate and to contain neither misrepresentation nor any
concealment of any material fact. Bidders are cautioned to undertake an independent
analysis of any test results in the specifications, as the City does not guarantee the
accuracy of its interpretation of test results contained in the bid package. In preparing
its proposal, bidder and all subcontractors named in bidder's proposal shall bear sole
responsibility for bid preparation errors resulting from any misstatements or omissions in
the plans and specifications, which could have been ascertained by examining either
the project site or accurate test data in the City's possession.
Although the effect of ambiguities or defects in the plans and specifications will be as
determined by law, any patent ambiguity or defect shall give rise to a duty of bidder to
inquire prior to bid submission. Failure to so inquire shall cause any such ambiguity or
defect to be construed against the bidder and/or waiver of any defect by the bidder. An
ambiguity or defect shall be considered patent if it is of such a nature that the bidder,
assuming reasonable skill, ability, and diligence on bidder's part, knew or should have
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
16
known of the existence of the ambiguity or defect. Furthermore, failure of the bidder or
subcontractors to notify City in writing of bid specifications or plans defects or
ambiguities prior to bid submission shall waive any right to assert said defects or
ambiguities subsequent to submission of the bid.
To the extent that these specifications constitute Performance Specifications, the City
shall not be liable for costs incurred by the successful bidder to achieve the project's
objective or standard beyond the amounts provided therefore in the bid.
In the event that, after awarding the bid, any dispute arises as a result of any actual or
alleged ambiguity or defect in the plans and/or specifications, or over any other matter
whatsoever, Contractor shall immediately notify City in writing and Contractor and all
subcontractors shall continue to perform, irrespective of whether or not the ambiguity or
defect is major, material, minor or trivial, and irrespective of whether or not a change
order, time extension, or additional compensation has been granted by City. Failure to
provide the hereinbefore described written notice within one (1) working day of
Contractor's becoming aware of the facts giving rise to the dispute shall constitute a
waiver of the right to assert the causative role of the defect or ambiguity in the plans or
specifications concerning the dispute.
Buy America Requirements – For all Federally funded projects, the “Buy America”
requirements of Title 23 United States Code, Section 313, and the regulations adopted
pursuant thereto, shall apply.
56
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
17
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
PROPOSAL
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
SPECIFICATION NO. MPK 21-03
FEDERAL AID NO. HSIPL-5436(018)
CONTRACTOR NAME: _________________________________
SUBMIT PAGES 17 THROUGH 60 FULLY EXECUTED WITH THIS PROPOSAL
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Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
18
LIST OF DOCUMENTS
TO BE SUBMITTED WITH PROPOSAL
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
Bid Proposal Cover Page .............................................................................. Page 17
List of Documents to be Submitted with Proposal .......................................... Page 18
Proposal Sheet ............................................................................................... Page 20
Instructions for Signing Proposal, Bonds, and Contract ................................. Page 21
Contractor’s Proposal Statement ................................................................... Page 22
Proposed Schedule of Work and Prices ......................................................... Page 24
Bidder’s Bond to Accompany Proposal .......................................................... Page 31
Form to Accompany Bid Bond ........................................................................ Page 32
Statement of Bidder’s Qualifications and References .................................... Page 33
Statement of Bidder’s Past Contract Disqualifications .................................... Page 35
Questionnaire Regarding Subcontractors ...................................................... Page 36
Bidder’s Statement of Subcontractors and Material Fabricators .................... Page 37
Non-Collusion Affidavit ................................................................................... Page 39
Equal Employment Opportunity Certification .................................................. Page 40
Public Contract Code Statement .................................................................... Page 41
Debarment and Suspension Certification ....................................................... Page 43
Non-Lobbying Certification for Federal Aid Contracts .................................... Page 44
Exhibit 10-Q: Disclosure of Lobbying Activities .............................................. Page 45
Instructions for Completing Exhibit 10-Q ........................................................ Page 46
Exhibit 12-B: Bidder’s List of Subcontract (DBE and Non-DBE) Part 1 .......... Page 48
Exhibit 12-B: Bidder’s List of Subcontract (DBE and Non-DBE) Part 2 .......... Page 49
Exhibit 15-G: Construction Contract DBE Commitment ................................. Page 50
Instructions for Construction Contract DBE Commitment (Exhibit 15-G) ........ Page 51
Exhibit 15-H: Proposer/Contractor Good Faith Efforts .................................... Page 53
Exhibit 16-Z1: Monthly DBE Trucking Verification .......................................... Page 56
58
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
19
Instructions for Monthly DBE Trucking Verification ........................................ Page 57
Industrial Safety Record Form ........................................................................ Page 58
Compliance with Environmental, Health, and Safety Standards .................... Page 59
Addenda Acknowledgement Form ................................................................. Page 60
59
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
20
DEPARTMENT OF PUBLIC WORKS
PROPOSAL
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
Specification No.: MPK 21-03
Bids to be received on: TBD, 2021, at 3:00 p.m.
Completion Time: 375 Consecutive Working Days after Receipt of Notice to Proceed
Liquidated Damages: $1,000 per Calendar Day
Number of Pages in Proposal: 44
CONTRACTOR
Name
Street Address
City State Zip Code
Telephone Number
Fax Number
Email
The bid shall be balanced so that each bid item is priced to carry its share of the cost of
the work and also its share of the contractor’s overhead and profit. The City reserves
the right to delete any bid item to the extent that the bid is qualified by specific limitation.
An unbalanced bid shall be considered as grounds for rejecting the entire bid.
60
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
21
INSTRUCTIONS FOR SIGNING PROPOSAL, BONDS AND CONTRACT
Corporations
a) Give name of Corporation.
b) Signatures: President or Vice-president and Secretary or Assistant
Secretary.
c) Affix corporate seal and notary's acknowledgment.
d) Others may sign for the corporation if the City has been furnished a
certified copy of a resolution of the corporate board of directors authorizing
them to do so.
Partnerships
a) Signatures: All members of partnership. One may sign if City has a copy
of authorization.
b) Affix notary's acknowledgment.
Joint Ventures
a) Give the names of the joint ventures.
b) Signatures: All joint ventures. One may sign if City has a copy of
authorization.
c) Affix notary's acknowledgment.
Individuals
a) Signature: The individual.
b) Affix notary's acknowledgment.
c) Another may sign for the individual if the City has been furnished a
notarized power-of-attorney authorizing the other person to sign.
Fictitious Names
a) Show fictitious names.
b) Satisfy all pertinent requirements shown above.
Bonds
a) In addition to all pertinent requirements above, give signature of Attorney-in-
fact and apply surety's seal and provide address and telephone number of
said surety.
PLEASE ADHERE TO THE APPLICABLE SIGNING INSTRUCTIONS. ALL
BLANKS IN THE BID PROPOSAL MUST BE APPROPRIATELY RESPONSDED
TO. IF AN ANSWER OR RESPONSE IS NOT APPLICABLE, PLEASE RESPOND
WITH “N/A.” FAILURE TO DO SO MAY RENDER A BID AS NON-RESPONSIVE
AND BE THE BASIS FOR REJECTING AN ENTIRE PROPOSAL.
61
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
22
CONTRACTOR'S PROPOSAL STATEMENT
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
City of Moorpark
Moorpark, California 93021
Pursuant to the foregoing Notice Inviting Bids, the undersigned declares that
he/she has carefully examined the location of the proposed work, that he/she has
examined the Plans and Specifications and read the accompanying instructions to
bidders, and hereby proposes to furnish all materials and to do all the work required to
complete such work in accordance with such Plans and Specifications for the prices set
forth in this Proposal.
The undersigned has carefully checked all the figures in this Proposal and
understands that City will not be responsible for any error or omission on the part of the
undersigned in preparing this bid nor will City release the undersigned on account of
such error or omission.
The undersigned swears or affirms under penalty of perjury that the information
regarding the Contractor's License is true and correct.
The undersigned further agrees that in case of default in executing the required
Contract within the applicable ten (10) calendar days or thereafter failing to provide the
necessary bonds, within ten (10) calendar days after the contract has been fully
executed, the proceeds of check or bond accompanying the bid shall become the
property of the City of Moorpark.
Licensed in accordance with an act providing for the registration of Contractor’s License
No. ________________ Class ____________ Expiration Date
DIR Registration No. Expiration Date
62
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
23
Names of Co-Partners or Corporate Officers and Titles:
Signature of Bidder
Title
Signature of Bidder
Title
Name of Contractor or Firm Date of Submittal , 2021
Telephone No. (____)
Address
Doing Business as Individual/Partnership/Corporation State of Incorporation
(Corporate Seal)
Federal Tax Identification Number:
ALL SIGNATURES MUST BE NOTARIZED
(ATTACH OR AFFIX EXECUTED ACKNOWLEDGEMENT FORM
AND CORPORATE SEAL)
63
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
24
PROPOSED SCHEDULE OF WORK AND PRICES
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
SCHEDULE A – PRINCETON AVENUE WIDENING AND STREET IMPROVEMENTS
Item
No.
Payment
Ref. Item Description Quantity Unit Unit
Price Amount
1A 902-3
Mobilization, Bonds &
Insurance (Estimated as
3%)
1 LS
2A 903-8 Traffic Control Plan &
Implementation 1 LS
3A 904-3 Surveying & Construction
Staking 1 LS
4A 905-3 Storm Water Pollution
Control Program 1 LS
5A 906-3 Clearing & Grubbing 1 LS
6A 907-2 Grading – Cut/Fill 20,000 CY
7A 907-2 Grading – Export (including
Transport) 10,000 CY
8A 906-3 Sawcut Existing Pavement
to Full Depth 4,000 LF
9A 906-3
923-4
Joint Trench & Conduit for
Street Light and
Communications
3,500 LF
10A 906-3
Remove Existing Road
Pavement (9” AC over 4”
PCC)
105,000 SF
11A 906-3 Remove Existing Concrete
Pavement to Full Depth 15,000 SF
12A 906-3 Remove Existing Curb 150 LF
13A 906-3 Remove Existing Fence 2,200 LF
14A 906-3 Remove Existing
Retaining/Screen Wall 300 LF
15A 906-3 Remove Existing Bollard 16 EA
64
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
25
16A 906-3 Remove Existing Traffic
Sign 42 EA
17A 906-3 Remove Existing Guardrail 170 LF
18A 906-3 Remove Existing Steel
Framework 2 EA
19A 906-3 Relocate Conejo Ready-
Mix Wall Units & Materials 1 LS
20A 906-3 Relocate Existing Utility
Surface Improvement 20 EA
21A 923-4 Street Lights 54 EA
22A 923-4 Hand Holes for Street
Lights 58 EA
23A 923-4 Electrical Service Pedestals 2 EA
24A 906-3 Relocate Portable Structure 1 EA
25A 906-3
Relocate Private Sign,
Mailbox, or Other
Improvement
10 EA
26A 906-3 Remove or Abandon
Existing Storm Drain 1 LS
27A 913-5 Interceptor / Down Drain 400 LF
28A 925-4 Landscape Planting 44,300 SF
29A Blank 0
30A 911-3 AC Pavement 7,100 TON
31A 911-3 Concrete Pavement (6") 2,000 SF
32A 913-5 8" Curb and 24" Gutter 7,500 LF
33A 913-5 P.C.C Sidewalk (4") 50,000 SF
34A 911-3 Crushed Aggregate Base 12,503 TON
35A 914-3 Adjust Utility Structure to
Grade 15 EA
36A 913-5 Driveway Apron 16 EA
37A 913-5 Driveway Access 3 EA
38A 908-6 Grind 1.5” Depth 40,000 SF
39A 912-4 Rubberized AC Pavement
(1.5” Final Lift) 400 TON
40A 916-4 Chain link fence (6') 625 LF
65
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
26
41A 916-4 Chain link swing gate 1 EA
42A 913-5 Curb Ramps (Std 111-3) 3 EA
43A 918-4 18" RCP 469 LF
44A 918-4 24" RCP 528 LF
45A 918-4 30" RCP 238 LF
46A 918-4 36" RCP 10 LF
47A 918-4 42" RCP 28 LF
48A 923-4 Electrical Trench and
Conduit for Street Lights 4,100 LF
49A 918-4 GCP Pipe Inlet (Caltrans
D75B) 6 EA
50A 918-4 Drop Inlet w/Steel Traffic
Grate (36x36") 3 EA
51A 918-4 Drop Inlet w/Steel Traffic
Grate (30x30") 3 EA
52A 918-4 Concrete Collar (Std 380-3) 3 EA
53A 918-4 Concrete Headwall
(Caltrans D89) 2 EA
54A 918-4 Riprap Apron 2 EA
55A 918-4 Catch Basin (Std 300-2) 14 EA
56A 918-4 Manhole (Std 321-1) 2 EA
57A 918-4 Junction Structure (Std
331-2, 332-1) 2 EA
58A 918-4 Transition Structure (Std
340-2) 1 EA
59A 919-4 Wall Gutter (B3-6) 2,700 LF
60A 919-4 Wall Drain (B3-6) 7 EA
61A 919-4 Retaining Wall (Greater
than 12') 17,000 SF
62A 919-4 Retaining Wall (Less than
12') 9,000 SF
63A 919-4 Screen Wall 2,800 SF
64A 917-7 Traffic Markings 1 LS
65A 917-7 Traffic Striping 20,450 LF
66A 917-7 Sandblast Existing Striping 2,000 LF
66
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
27
67A 924-4 Landscape Irrigation 44,300 SF
68A 919-4 Concrete Barrier with
Screen Wall 824 LF
69A 919-4 Concrete Barrier 84 LF
70A 927-3 Pothole Existing Utilities 80 EA
71A 920-2 Release on Contract 1 LS $1.00 $1.00
Total Amount of Bid for Schedule A: $
(Price in words)
Contractor’s Name: ___________________________
SCHEDULE B – WATER PIPELINE RELOCATION
Item
No.
Payment
Ref. Item Description Quantity Unit Unit
Price Amount
72B 1001-4 8" PVC Water Pipe AWWA
C-900 (Standard Backfill) 2,820 LF
73B 1002-4
OSHA Excavation Shoring
Requirements and Trench
Safety Methods
1 LS
74B 1001-4 8" PVC Water Pipe AWWA
C-900 (Slurry Backfill) 400 LF
75B 1001-4 Water Services 23 EA
76B 1001-4 Reconnection to Water
Services 23 EA
77B 1001-4 Blow-Offs 3 EA
78B 1001-4 1" Air Vac Valves 4 EA
79B 1001-4 Fire Hydrants 3 EA
80B 1001-4 Connection to Existing
Water Mains 2 EA
67
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
28
81B 1001-4 Remove and Disposal of
Existing Facilities 1 LS
Total Amount of Bid for Schedule B: $
(Price in words)
Contractor’s Name: ___________________________
BID SCHEDULE SUMMARY
Total Amount of Bid for Schedule A: $
Total Amount of Bid for Schedule B: $
Combined Total (Schedules A and B): $
(Combined Total price in words)
Contractor MUST bid on Schedules A and B. Combined Total will be the basis of
award.
Contractor’s Name:
68
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
29
PROPOSED SCHEDULE OF WORK AND PRICES
PRINCETON AVENUE IMPROVEMENT PROJECT
*ADDITIONS/DEDUCTIONS
Adjusted Total Bid Amount in Words:
**Sales Tax Adjustment (If Applicable)
* Provisions are made for the bidder to include additions or deductions in price for
bid item(s) to reflect last-minute adjustments in bidder's total bid amount. The bid
item for which the addition or deduction in price is made shall be listed by the
bidder as indicated above. The unit price for that item (if applicable) shall be
adjusted by dividing the bid quantity into the new total amount as determined
after adding or subtracting the amount listed by the contractor for such item.
** Sales tax deduction entered on this line is the amount the bid is to be reduced in
order to receive credit for purchases made in the City of Moorpark pursuant to
Bid Terms and Conditions, Sales Tax Reimbursements.
The following addenda are acknowledged:
Number Date
(Bidder must fill in number and date of each
addendum or may enter the word “None” if
appropriate.)
_ _
_ _
_ _
COMINBED TOTAL BID AMOUNT $_____________
Bid Item No. New Total
Addition for: ___ __ +____________
Addition for: ___ __ +____________
Addition for: ___ __ +____________
Deduction for: ___ __ -____________
Deduction for: ___ __ -____________
Deduction for: ___ __ -____________
Adjusted Total Bid Amount: $_____________
69
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
30
QUANTITIES OF WORK:
The quantities of work or material stated on the Bid Schedule(s) are estimated amounts
based on field observations. The City does not expressly, nor by implication, agree that
the actual quantities of work or material will correspond therewith, and reserves the right
after award to increase or decrease the quantity of any bid item by an amount up to 25
percent without a change in the bidder’s unit price. The City shall also have the right to
delete any bid item in its entirety and receive full credit in the amount shown in the Bid
Schedule(s) for the deleted item or work.
I make this proposed Bid Amount and certify under penalty of perjury that all the
statements in this proposal that I have signed are true and correct.
Contractor’s Name
Signature Date Signature Date
Title Title
License No. _ Class ___________ Expiration Date
DIR Registration No. Expiration Date
ALL SIGNATURES MUST BE NOTARIZED
(ATTACH OR AFFIX EXECUTED ACKNOWLEDGEMENT FORM
AND CORPORATE SEAL)
70
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
31
BIDDER’S BOND TO ACCOMPANY PROPOSAL
(in lieu of cash, certified or cashier’s check)
KNOW ALL PERSONS BY THESE PRESENTS:
That we, , as Principal, and
, as Surety, acknowledge ourselves jointly and
severally bound to the City of Moorpark, the obligee, for ten (10) percent of the total bid,
to be paid to the City if the Proposal shall be accepted and the Principal shall fail to
timely provide the City with complete DBE information as required by in the project
Special Provisions, (if applicable), or fails to execute the Contract tendered by the City
within the applicable time specified in the Bid Terms and Conditions, or fails to furnish
either the required Faithful Performance or Labor and Material Bonds, or fails to furnish
evidence of insurance as required in the Standard Specifications, then this obligation
shall become due and payable, and Surety shall pay to obligee, in case suit is brought
upon this bond in addition to the bond amount hereof, court costs and a reasonable
attorney's fee to be fixed by the court. If the Principal executes the contract and
furnishes the required bonds and evidence of insurance as provided in the contract
documents, this bond shall be extinguished and released. It is hereby agreed that bid
errors shall not constitute a defense to forfeiture.
WITNESS our hands this day of , 2021.
Principal
By
Title
By
Title
Surety
By
Title
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
32
FORM TO ACCOMPANY BID BOND
STATE OF CALIFORNIA )
COUNTY OF ) SS.
CITY OF )
On this day of , 2021, before me, the undersigned, a
Notary Public in and for said County and State, residing therein, duly commissioned and
sworn, personally appeared know to be the
of and the same person whose name is subscribed to
the within instrument as the of said
and the said duly acknowledged to me that he/she
subscribed the name of thereto as Surety and his/her own name
as .
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official
seal the day and year in the certificate first above written.
Notary Public in and for said
County and State aforesaid.
If certified or cashier’s check is submitted herewith, state check number
and amount $ .
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
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STATEMENT OF BIDDER’S QUALIFICATIONS AND REFERENCES
The bidder is required to state the bidder's financial ability and a general description of
similar work performed.
Required Qualifications: Bidders must hold a valid State of California Contractor's
License (“A”) at the time the bid is submitted to the City, and must have satisfactorily
completed at least three Southern California municipal projects in the last five years of
comparable size to the scope of this project.
Number of years engaged in providing the work included within the scope of the
specifications under the present business name:
Number of years your organization has been in business under its present business
name:
Under what other names has your organization operated?
If your organization is a corporation, please answer the following:
Date of Incorporation:
State of Incorporation:
Corporate ID Number:
President’s Name:
If your organization is a partnership, please answer the following:
Date of Organization:
Type of Partnership (if applicable):
Partner Name:
Partner Name:
If your organization is individually owned, please answer the following:
Date of Organization:
Owner Name:
List and describe fully the last three contracts performed by your firm which
demonstrate your ability to complete the work included with the scope of the
specifications. Attach additional pages if required. The City reserves the right to
contact each of the references listed for additional information regarding your firm's
qualifications.
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
34
Reference No. 1
Customer Name:
Contact Individual: Phone No.
Address:
Contract Amount: Year:
Scope of Work:
Reference No. 2
Customer Name:
Contact Individual: Phone No.
Address:
Contract Amount: Year:
Scope of Work:
Reference No. 3
Customer Name:
Contact Individual: Phone No.
Address:
Contract Amount: Year:
Scope of Work:
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS
PROPOSAL.
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Princeton Avenue Improvement Project
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35
STATEMENT OF BIDDER’S PAST CONTRACT DISQUALIFICATIONS
Pursuant to Section 10162 of the Public Contract Code the bidder shall state whether
such bidder, any officer or employee of such bidder who has a proprietary interest in
such bidder has 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; and if so, explain the circumstances.
1. Do you have any disqualifications, removals, etc., as described in the above
paragraph to declare?
Yes _______ No _______
2. If Yes, explain the circumstances.
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
_________________________
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS
PROPOSAL.
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
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QUESTIONNAIRE REGARDING SUBCONTRACTORS
Bidder shall answer the following questions and submit with the proposal.
1. Were bid depository or registry services used in obtaining subcontractor bid
figures in order to compute your bid? Yes( ) No ( )
2. If the answer to No. 1 is “Yes”, please forward a copy of the rules of each bid
depository you used with this questionnaire.
3. Did you have any source of subcontractors’ bids other than bid depositories?
Yes ( ) No ( )
4. Has any person or group threatened you with subcontractor boycotts, union
boycotts or other sanctions to attempt to convince you to use the services or
abide by the rules of one or more bid depositories? Yes ( ) No ( )
5. If the answer to No. 4 is “Yes”, please explain the following details:
(a) Date:
(b) Name of person or group:
(c) Job involved (if applicable):
(d) Nature of threats:
(e) Additional comments: (Use additional paper if
necessary)
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS
PROPOSAL.
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Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
37
BIDDER’S STATEMENT AND LIST OF SUBCONTRATORS
AND MATERIAL FABRICATORS
Without exception, the bidder is required to state the name and address of each
subcontractor and the portion of the work which each will do as required by Section 3-3,
“Subcontractors”, of the Standard Specifications and in conformance with Public
Contracts Code, Sections 4100 to 4113, inclusive.
Without limiting the generality of the foregoing, any contractor making a bid or offer to
perform the work, shall set forth in the Proposal:
(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, 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 ten thousand dollars ($10,000), whichever is greater; and
(b) The portion of the work which will be done by each subcontractor. The
prime contractor shall list only one subcontractor for each portion.
The undersigned submits herewith a list of subcontractors in conformance with the
foregoing (attach additional sheets, if necessary):
Licensed
Subcontractor
Name & Address
License
No. &
Class
DIR No.
Item No. of Work or Trade
to be Used
Estimated
Amount ($)
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Princeton Avenue Improvement Project
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BIDDER’S STATEMENT OF SUBCONTRATORS
AND MATERIAL FABRICATORS
(Continued)
Contractor’s Name
Signature Date Signature Date
Title Title
License No. _ Class __________ Expiration Date
DIR Registration No. Expiration Date
ALL SIGNATURES MUST BE NOTARIZED
(ATTACH OR AFFIX EXECUTED ACKNOWLEDGEMENT FORM
AND CORPORATE SEAL)
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NON-COLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
To the CITY of MOORPARK
DEPARTMENT OF PUBLIC WORKS.
In accordance with Title 23 United States Code Section 112 and Public Contract Code
7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any
undisclosed person, partnership, company, association, organization, or corporation; that
the bid is genuine and not collusive or sham; 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; 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 of that of any other bidder, or to secure any
advantage against the public body awarding the contract of anyone interested in the
proposed contract; that all statements contained in the bid are true; and, further, 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.
Note: The above Non-collusion Affidavit is part of the Proposal. THE BIDDER'S
EXECUTION ON THE SIGNATURE PORTION OF THE PROPOSAL STATEMENT
SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THIS NON-
COLLUSION AFFIDAVIT. Bidders are cautioned that making a false certification may
subject the certifier to criminal prosecution.
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40
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder hereby certifies that the bidder
and proposed subcontractor(s)
(if any), have _____, or have/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, the bidder 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
filling requirements.
Note: The above certification is required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be
submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts, which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of
$10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
previous contract or subcontract subject to the Executive Orders and have not
filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the
award of contracts and subcontracts unless such contractor submits a report
covering the delinquent period or such other period specified by the Federal
Highway Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL.
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Capital Improvement Project No. C0020
41
PUBLIC CONTRACT CODE
Public Contract Code Section 10285.1 Statement
In conformance 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 checkmark after "has" or "has not" in one of the blank
spaces provided. The above Statement is part of the Proposal. Signing this Proposal
on the signature portion thereof shall also constitute signature of this Statement.
Bidders are cautioned that making a false certification may subject the certifier to
criminal prosecution.
Public Contract Code Section 10162 Questionnaire
In conformance 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:
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Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
42
Public Contract Code 10232 Statement
In conformance 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 Statement and Questionnaire are part of the Proposal. THE
BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THE PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THIS NON-COLLUSION AFFIDAVIT. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
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Federal Aid No. HSIPL-5436(018)
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Capital Improvement Project No. C0020
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DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, the bidder or
any other person associated therewith in the capacity of owner, partner, director, officer,
and 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 three (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 three (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’s responsibility. For any exception noted above, indicate below to
whom it applies, initiating agency, and dates of action.
Notes: Providing false information may result in criminal prosecution or administrative
sanctions. The above certification is part of the Proposal. Signing the Proposal
Statement on the signature portion thereof shall also constitute signature of this
Certification.
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
44
NON-LOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to
the best of his or her knowledge and belief, that:
(l) 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.
(2) 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 of Lobbying Activities," in accordance
with its instructions.
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
prerequisite for making or entering into this transaction imposed by Section 1352, Title
31, U.S. Code. 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.
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 sub recipients shall certify and
disclose accordingly.
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE CERTIFICATIONS WHICH ARE A PART OF THIS PROPOSAL.
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
45
EXHIBIT 10-Q DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352
1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
☐ a. contract
☐ a. bid/offer/application
☐ a. initial
☐ b. grant ☐ b. initial award ☐ b. material change
☐ c. cooperative agreement ☐ c. post-award
☐ d. loan For Material Change Only:
☐ e. loan guarantee year _____ quarter _________
☐ f. loan insurance date of last report __________
4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Subawardee,
Enter Name and Address of Prime:
☐ Prime ☐ Subawardee
Tier ______ , if known
Congressional District, if known Congressional District, if known
6. Federal Department/Agency: 7. Federal Program Name/Description:
CFDA Number, if applicable ____________________
8. Federal Action Number, if known: 9. Award Amount, if known:
10. Name and Address of Lobby Entity 11. Individuals Performing Services
(If individual, last name, first name, MI) (including address if different from No. 10)
(last name, first name, MI)
(attach Continuation Sheet(s) if necessary)
12. Amount of Payment (check all that apply) 14. Type of Payment (check all that apply)
$ ______________ ☐ actual ☐ planned ☐a. retainer
☐b. one-time fee
13. Form of Payment (check all that apply): ☐c. commission
☐ a. cash ☐d. contingent fee
☐ b. in-kind; specify: nature ____________ ☐e. deferred
Value _____________ ☐f. other, specify _______________________
15. Brief Description of Services Performed or to be performed and Date(s) of Service, including
officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 12:
(attach Continuation Sheet(s) if necessary)
16. Continuation Sheet(s) attached: ☐ Yes ☐No
17. Information requested through this form is authorized by Title
31 U.S.C. Section 1352. This disclosure of lobbying reliance
was placed by the tier above when his transaction was made or
entered into. This disclosure is required pursuant to 31 U.S.C.
1352. This information will be reported to Congress
semiannually and will be available for public inspection. Any
person who fails to file the required disclosure shall be subject
to a civil penalty of not less than $10,000 and not more than
$100,000 for each such failure.
Signature: _________________________________________
Print Name: _______________________________________
Title: ____________________________________________
Telephone No.: ____________________ Date: __________
Authorized for Local Reproduction
Federal Use Only: Standard Form - LLL
Standard Form LLL Rev. 04-28-06
Distribution: Orig- Local Agency Project Files
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
46
INSTRUCTIONS FOR COMPLETING EXHIBIT 10-Q
DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity, whether subawardee or
prime federal recipient at the initiation or receipt of covered federal action or a material
change to previous filing pursuant to title 31 U.S.C. Section 1352. The filing of a form
is required for such payment or agreement to make payment to lobbying entity for
influencing or attempting to influence an officer or employee of any agency, a Member
of Congress an officer or employee of Congress or an employee of a Member of
Congress in connection with a covered federal action. Attach a continuation sheet for
additional information if the space on the form is inadequate. Complete all items that
apply for both the initial filing and material change report. Refer to the implementing
guidance published by the Office of Management and Budget for additional information.
1. Identify the type of covered federal action for which lobbying activity is or has
been secured to influence, the outcome of a covered federal action.
2. Identify the status of the covered federal action.
3. Identify the appropriate classification of this report. If this is a follow-up report
caused by a material change to the information previously reported, enter the
year and quarter in which the change occurred. Enter the date of the last,
previously submitted report by this reporting entity for this covered federal action.
4. Enter the full name, address, city, state, and zip code of the reporting entity.
Include Congressional District if known. Check the appropriate classification of
the reporting entity that designates if it is or expects to be a prime or subaward
recipient. Identify the tier of the subawardee, e.g., the first subawardee of the
prime is the first tier. Subawards include but are not limited to: subcontracts,
subgrants, and contract awards under grants.
5. If the organization filing the report in Item 4 checks "Subawardee" then enter the
full name, address, city, state, and zip code of the prime federal recipient.
Include Congressional District, if known.
6. Enter the name of the federal agency making the award or loan commitment.
Include at least one organization level below agency name, if known. For
example, Department of Transportation, United States Coast Guard.
7. Enter the federal program name or description for the covered federal action
(item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA)
number for grants, cooperative agreements, loans and loan commitments.
8. Enter the most appropriate federal identifying number available for the federal
action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation
for Bid (IFB) number, grant announcement number, the contract grant. or loan
award number, the application/proposal control number assigned by the federal
agency). Include prefixes, e.g., "RFP-DE-90-001."
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Capital Improvement Project No. C0020
47
9. For a covered federal action where there has been an award or loan commitment
by the Federal agency, enter the federal amount of the award/loan commitments
for the prime entity identified in item 4 or 5.
10. Enter the full name, address, city, state, and zip code of the lobbying entity
engaged by the reporting entity identified in Item 4 to influence the covered
federal action.
11. Enter the full names of the individual(s) performing services and include full
address if different from 10 (a). Enter Last Name, First Name and Middle Initial
(Ml).
12. Enter the amount of compensation paid or reasonably expected to be paid by the
reporting entity (Item 4) to the lobbying entity (Item 10). Indicate whether the
payment has been made (actual) or will be made (planned). Check all boxes that
apply. If this is a material change report, enter the cumulative amount of
payment made or planned to be made.
13. Check all boxes that apply. If payment is made through an in-kind contribution,
specify the nature and value of the in-kind payment.
14. Check all boxes that apply. If other, specify nature.
15. Provide a specific and detailed description of the services that the lobbyist has
performed or will be expected to perform and the date(s) of any services
rendered. Include all preparatory and related activity not just time spent in actual
contact with federal officials. Identify the federal officer(s) or employee(s)
contacted or the officer(s) employee(s) or Member(s) of Congress that were
contacted.
16. Check whether or not a continuation sheet(s) is attached.
17. The certifying official shall sign and date the form, and print his/her name title and
telephone number.
Public reporting burden for this collection of information is estimated to average 30-
minutes per response, including time for reviewing instruction, searching existing data
sources, gathering and maintaining the data needed, and completing and reviewing the
collection of information. Send comments regarding the burden estimate or any other
aspect of this collection of information, including suggestions for reducing this burden, to
the Office of Management and Budget, Paperwork Reduction Project (0348-0046),
Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04
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EXHIBIT 15-G CONSTRUCTION CONTRACT DBE COMMITMENT
1. Local Agency: 2. Contract DBE Goal:
3. Project Description:
4. Project Location:
5. Bidder's Name: 6. Prime Certified DBE: 7. Bid Amount:
8. Total Dollar Amount for ALL Subcontractors: 9. Total Number of ALL Subcontractors:
10. Bid
Item
Number
11. Description of Work, Service, or Materials
Supplied
12. DBE
Certification
Number
13. DBE Contact Information
(Must be certified on the date bids are opened)
14. DBE
Dollar
Amount
Local Agency to Complete this Section upon Execution of Award
15. TOTAL CLAIMED DBE PARTICIPATION
$
21. Local Agency Contract Number:
22. Federal-Aid Project Number:
%
23. Bid Opening Date:
24. Contract Award Date:
IMPORTANT: Identify all DBE firms being claimed for credit,
regardless of tier. Names of the First Tier DBE Subcontractors and
their respective item(s) of work listed above must be consistent,
where applicable with the names and items of the work in the
"Subcontractor List" submitted with your bid. Written confirmation of
each listed DBE is required.
Local Agency certifies that all DBE certifications are valid and information on
this form is complete and accurate.
26. Local Agency Representative's Signature 27. Date 16. Preparer's Signature 17. Date
28. Local Agency Representative's Name 29. Phone 18. Preparer's Name 19. Phone
30. Local Agency Representative's Title 20. Preparer's Title
DISTRIBUTION: 1. Original – Local Agency
2. Copy – Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30 days
of contract execution may result in de-obligation of federal funds on contract.
3. Include additional copy with award package.
ADA Notice: For individuals with sensory disabilities, this document is available in alternate formats. For information call (916) 654-6410
or TDD (916) 654-3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.
25. Award Amount:
________________________________________________________
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INSTRUCTIONS – CONSTRUCTION CONTRACT DBE COMMITMENT
CONTRACTOR SECTION
1. Local Agency - Enter the name of the local agency that is administering the contract.
2. Contract DBE Goal - Enter the contract DBE goal percentage as it appears on the project
advertisement.
3. Project Location - Enter the project location(s) as it appears on the project advertisement.
4. Project Description - Enter the project description as it appears on the project advertisement (Bridge
Rehab, Seismic Rehab, Overlay, Widening, etc).
5. Bidder’s Name - Enter the contractor’s firm name.
6. Prime Certified DBE - Check box if prime contractor is a certified DBE.
7. Bid Amount - Enter the total contract bid dollar amount for the prime contractor.
8. Total Dollar Amount for ALL Subcontractors – Enter the total dollar amount for all subcontracted
contractors. SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this
count.
9. Total number of ALL subcontractors – Enter the total number of all subcontracted contractors. SUM
= (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.
10. Bid Item Number - Enter bid item number for work, services, or materials supplied to be provided.
11. Description of Work, Services, or Materials Supplied - Enter description of work, services, or
materials to be provided. Indicate all work to be performed by DBEs including work performed by the
prime contractor’s own forces, if the prime is a DBE. If 100% of the item is not to be performed or
furnished by the DBE, describe the exact portion to be performed or furnished by the DBE. See LAPM
Chapter 9 to determine how to count the participation of DBE firms.
12. DBE Certification Number - Enter the DBE’s Certification Identification Number. All DBEs must
be certified on the date bids are opened.
13. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted
contractors. Also, enter the prime contractor’s name and phone number, if the prime is a DBE.
14. DBE Dollar Amount - Enter the subcontracted dollar amount of the work to be performed or service
to be provided. Include the prime contractor if the prime is a DBE. See LAPM Chapter 9 for how to count
full/partial participation.
15. Total Claimed DBE Participation - $: Enter the total dollar amounts entered in the “DBE Dollar
Amount” column. %: Enter the total DBE participation claimed (“Total Claimed DBE Participation
Dollars” divided by item “Bid Amount”). If the total % claimed is less than item “Contract DBE Goal,”
an adequately documented Good Faith Effort (GFE) is required (see Exhibit 15-H DBE Information -
Good Faith Efforts of the LAPM).
16. Preparer’s Signature - The person completing the DBE commitment form on behalf of the
contractor’s firm must sign their name.
17. Date - Enter the date the DBE commitment form is signed by the contractor’s preparer.
18. Preparer’s Name - Enter the name of the person preparing and signing the contractor’s DBE
commitment form.
19. Phone - Enter the area code and phone number of the person signing the contractor’s DBE
commitment form.
20. Preparer’s Title - Enter the position/title of the person signing the contractor’s DBE commitment
form.
LOCAL AGENCY SECTION
21. Local Agency Contract Number - Enter the Local Agency contract number or identifier.
22. Federal-Aid Project Number - Enter the Federal-Aid Project Number(s).
23. Bid Opening Date - Enter the date contract bids were opened.
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24. Contract Award Date - Enter the date the contract was executed.
25. Award Amount – Enter the contract award amount as stated in the executed contract.
26. Local Agency Representative’s Signature - The person completing this section of the form for the
Local Agency must sign their name to certify that the information in this and the Contractor Section of
this form is complete and accurate.
27. Date - Enter the date the DBE commitment form is signed by the Local Agency Representative.
28. Local Agency Representative’s Name - Enter the name of the Local Agency Representative
certifying the contractor’s DBE commitment form.
29. Phone - Enter the area code and phone number of the person signing the contractor’s DBE
commitment form.
30. Local Agency Representative Title - Enter the position/title of the Local Agency Representative
certifying the contractor’s DBE commitment form.
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EXHIBIT 15-H: PROPOSER/CONTRACTOR GOOD FAITH EFFORTS
Cost Proposal Due Date ___________________ PE/CE
Federal-aid Project No(s). _____________________ Bid Opening Date ___________________
CON
The (Agency Name) established a Disadvantaged Business Enterprise
(DBE) goal of _____% for this contract. The information provided herein shows the required
good faith efforts to meet or exceed the DBE contract goal.
Proposers or bidders submit the following information to document their good faith efforts within
five (5) calendar days from cost proposal due date or bid opening. Proposers and bidders are
recommended to submit the following information even if the Exhibit 10-O1: Consultant
Proposal DBE Commitments or Exhibit 15-G: Construction Contract DBE Commitment indicate
that the proposer or bidder has met the DBE goal. This form protects the proposer’s or bidder’s
eligibility for award of the contract if the administering agency determines that the bidder failed
to meet the goal for various reasons, e.g., a DBE firm was not certified at bid opening, or the
bidder made a mathematical error.
The following items are listed in the Section entitled “Submission of DBE Commitment” of the
Special Provisions, please attach additional sheets as needed:
A. The names and dates of each publication in which a request for DBE participation for
this project was placed by the bidder (please attach copies of advertisements or proofs
of publication):
Publications Dates of Advertisement
B. The names and dates of written notices sent to certified DBEs soliciting bids for this
project and the dates and methods used for following up initial solicitations to determine
with certainty whether the DBEs were interested (please attach copies of solicitations,
telephone records, fax confirmations, etc.):
Names of DBEs Solicited Date of Initial Solicitation Follow Up Methods and Dates
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C. The items of work made available to DBE firms including those unbundled contract work
items into economically feasible units to facilitate DBE participation. It is the bidder's
responsibility to demonstrate that sufficient work to facilitate DBE participation in order to
meet or exceed the DBE contract goal.
0.00%
0.00%
0.00%
0.00%
D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the
bidder's rejection of the DBEs, the firms selected for that work (please attach copies of
quotes from the firms involved), and the price difference for each DBE if the selected
firm is not a DBE:
Names, addresses and phone numbers of rejected DBEs and the reasons for the
bidder's rejection of the DBEs:
Names, addresses and phone numbers of firms selected for the work above:
E. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in
obtaining information related to the plans, specifications and requirements for the work
which was provided to DBEs:
Items of
Work
Proposer or Bidder
Normally Performs Item
(Y/N)
Breakdown of
Items
Amount
($)
Percentage
Of
Contract
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F. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in
obtaining bonding, lines of credit or insurance, necessary equipment, supplies,
materials, or related assistance or services, excluding supplies and equipment the DBE
subcontractor purchases or leases from the prime contractor or its affiliate:
G. The names of agencies, organizations or groups contacted to provide assistance in
contacting, recruiting and using DBE firms (please attach copies of requests to agencies
and any responses received, i.e., lists, Internet page download, etc.):
Name of Agency/Organization Method/Date of Contact Results
H. Any additional data to support a demonstration of good faith efforts:
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MONTHLY DBE TRUCKING VERIFICATION
The top of Form CEM-2404(F) contains boxes to put in the Contract Number, the Month
of the reporting period and the Year of the reporting period.
The Form CEM-2404(F) has a column to enter the name of the Truck Owner, the DBE
Cert. No. (if DBE certified) and the Name and Address of the trucking company. The
Form CEM-2404(F) also requires the Truck No. and the California Highway Patrol CA
No.
Form CEM-2404(F) is to be submitted prior to the 15th of each month and must show
the dollar amount paid to the DBE trucking company(s) for trucking work performed by
DBE certified trucks and for any fees or commissions of non DBE trucks utilized each
month on the project. The amount paid to each trucking company is to be entered in the
column called “Commission or Amount Paid,” in accordance with the Special Provisions
Section 5-1.X.
Payment information is derived using the following:
1.) 100% for the trucking services provided by the DBE using trucks it owns,
operates and insures.
2.) 100% for the trucking services provided by the trucks leased from other
DBE firms.
3.) The fee or commission paid to non DBEs for the lease of trucks. The
Prime does not receive 100% credit for these services because they are
not provided by a DBE company.
The total dollar figure of this column is to be placed in the box labeled “Total Amount
Paid.” The column “Date Paid” requires a date that each trucking company is paid for
services rendered. The next column contains information that must be completed if a
lease arrangement is applicable. Located at the bottom of the form is a space to put the
name of the “Prime Contractor,” their “Business Address” and their “Business Phone
No.”
At the bottom of the form there is a space for the Contractor or designee “Contractor
Representative’s Signature, Title and Date” certifying that the information provided on
the form is complete and correct.
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INDUSTRIAL SAFETY RECORD FORM
Bidder’s Name: _______________________________________
Current
Year of
Record
2020 2019 2018 2017 2016 Total
Number of
Contracts
Total Dollar
Amount of
Contracts ($1,000s)
Number of
Fatalities
Number of Lost
Workday Cases
Number of Lost
Workday Cases
Involving
Permanent
Transfer to Another
Job, Termination of
Employment
The above information was compiled from the records that are available at this time and
that the information is true and accurate within the limitations of those records.
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE STATEMENTS CERTIFICATIONS WHICH ARE A PART OF THIS
PROPOSAL.
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COMPLIANCE WITH ENVIRONMENTAL, HEALTH
AND SAFETY STANDARDS
The Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) prohibits
employers from knowingly discharging or releasing a chemical known to the State of
California to cause concern, birth defects or other reproductive harm into water or onto
land where such chemical passes or, in all probability, will pass into any source of
drinking water. Notwithstanding any provision in this Act exempting Contractor,
Contractor hereby agrees to comply with all provisions of the Act relating to the
discharge of hazardous chemicals on the job site.
Contractor fully agrees that Contractor, Contractor’s employees, and subcontractors
shall not discharge such chemicals on the job site which will result in the discharge of
such chemicals, and shall, upon completion of performance of all other duties under this
contract, remove all supplies, materials and waste remaining on the job site which if
exposed, could result in the discharge of such chemicals. Contractor shall be financially
responsible for compliance with Proposition 65.
Contractor shall also comply with state of California anti-smoking laws which, in part,
prohibit smoking in the workplace and enclosed areas.
Should Contractor, Contractor’s employees, or subcontractors or their employees fail to
comply, within 24 hours from the time City issues and Contractor receives a written
notice of non-compliance or within the time of an abatement period specified by any
government agency, whichever period is shorter, City may give notice of default to
Contractor, and at the City’s option, elect any and all rights or remedies set forth in this
agreement.
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE STATEMENTS AND CERTIFICATIONS WHICH ARE A PART OF THIS
PROPOSAL.
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ADDENDA ACKNOWLEDGMENT FORM
Bidder’s Name: ____________________________________
The Bidder shall signify receipt of all Addenda here, if any:
Addendum Number Date Received Signature
If there are more Addenda than there is room in the chart above, attach another page
acknowledging receipt of the Addenda.
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL
STATEMENT SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION
OF THOSE STATEMENTS CERTIFICATIONS WHICH ARE A PART OF THIS
PROPOSAL.
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CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
Documents for Execution by Successful Bidder
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
SPECIFICATION NO. MPK 21-03
FEDERAL AID NO. HSIPL-5436(018)
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LIST OF DOCUMENTS FOR
EXECUTION BY SUCCESSFUL BIDDER
Typical Agreement ......................................................................................... Page 63
Bond for Faithful Performance ....................................................................... Page 84
Form to Accompany Bond for Faithful Performance ...................................... Page 86
Bond for Material Suppliers and Laborers ...................................................... Page 87
Form to Accompany Bond for Material Suppliers and Laborers ..................... Page 89
Worker’s Compensation Insurance Certificate ............................................... Page 90
General Liability Special Endorsement........................................................... Page 91
Automobile Liability Special Endorsement ..................................................... Page 92
DUNS Number ............................................................................................... Page 93
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AGREEMENT BETWEEN THE CITY OF MOORPARK AND
___________________________________________, FOR THE
PRINCETON AVENUE IMPROVEMENT PROJECT,
SPECIFICATION NO. MPK 21-03, FEDERAL AID NO. HSIPL-5436(018)
THIS AGREEMENT, is made and effective as of this day of , 2021,
between the City of Moorpark, a municipal corporation (“City”) and , a
(“Contractor”). In consideration of the mutual covenants and conditions set forth herein,
the parties agree as follows:
WHEREAS, City has the need for construction services related to ; and
WHEREAS, Contractor specializes in providing such services and has the proper
work experience, certifications, and background to carry out the duties involved; and
WHEREAS, the City Council of the City at a meeting held on the day of
, 2021, authorized the City Manager to enter into this Agreement after public
bidding in accordance with California Public Code Section 20160, et seq.
NOW, THEREFORE, in consideration of the mutual covenants, benefits, and
premises herein stated, the parties hereto agree as follows:
1. TERM
The term of the Agreement shall be from the date of execution to completion of
the work identified in the Scope of Services and in conformance with Exhibit B, unless
this Agreement is terminated or suspended as referred to herein.
2. SCOPE OF SERVICES
City does hereby retain Contractor in a contractual capacity to provide
construction services related to , as set forth in Exhibit B: Contractor’s Bid
Proposal, dated , which exhibit is attached hereto and incorporated herein by this
reference as though set forth in full and hereinafter referred to as the “Proposal” and as
set forth in Exhibit B, which include (i) Standard Specifications; (ii) Special Provisions;
(iii) Workers’ Compensation Insurance Certificate (Labor Code 1860 and 1861); (iv)
Payment and Performance Bonds; and (v) Insurance Certificate for General Liability and
Automobile Liability, attached hereto and incorporated herein by this reference as
though set forth in full and hereinafter referred to as Exhibit A. Where said Scope of
Services is modified by this Agreement, or in the event there is a conflict between the
provisions of said Scope of Services and this Agreement, the language contained in this
Agreement shall take precedence.
Contractor shall perform the tasks described and set forth in Exhibit B and Exhibit
, both of which are attached hereto and incorporated herein by this reference as
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though set forth in full. Contractor shall complete the tasks according to the schedule of
performance which is also set forth in Exhibit B.
Compensation for the services to be performed by Contractor shall be in
accordance with Exhibit B, attached hereto and incorporated herein by this reference as
though set forth in full. Compensation shall not exceed the rates or total value of
dollars ($ ) as stated in Exhibit B, without the written authorization of the City
Manager. Payment by City to Contractor shall be as referred to in this Agreement.
City and Contractor acknowledge that this project is a public work to which
prevailing wages apply. Contractor agrees to comply with and be bound by all the
terms, rules and regulations described in (a) Division 2, Part 7, Chapter 1 (commencing
with Section 1720) of the California Labor Code, including without limitation Labor Code
Section 1771 and (b) the rules and regulations established by the Director of Industrial
Relations implementing such statutes, as though set forth in full herein, including any
applicable amendments made thereto during the term of this Agreement. For every
subcontractor who will perform work on this project, Contractor shall be responsible for
subcontractor’s compliance with (a) and (b), and Contractor shall take all necessary
actions to ensure subcontractor’s compliance.
3. PERFORMANCE
Contractor shall, at all times, faithfully, competently, and to the best of
Contractor’s ability, experience, and talent, perform all tasks described herein.
Contractor shall employ, at a minimum, generally accepted standards and practices
utilized by persons engaged in providing similar services as are required of Contractor
hereunder in meeting its obligations under this Agreement.
4. MANAGEMENT
The individual directly responsible for Contractor’s overall performance of the
Agreement provisions herein above set forth and to serve as principal liaison between
City and Contractor shall be , and no other individual may be substituted without
the prior written approval of the City Manager.
The City’s contact person in charge of administration of this Agreement, and to
serve as principal liaison between Contractor and City, shall be the City Manager or the
City Manager’s designee.
5. PAYMENT
The City agrees to pay Contractor monthly, in accordance with the terms and the
schedule of payment as set forth in Exhibit , attached hereto and incorporated
herein by this reference as though set forth in full, based upon actual time spent on the
above tasks. This amount shall not exceed dollars ($ ) for the total term of
the Agreement, unless additional payment is approved as provided in this Agreement.
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Contractor shall not be compensated for any services rendered in connection
with its performance of this Agreement, which are in addition to those set forth herein,
unless such additional services are authorized in advance and in writing by the City
Manager. Contractor shall be compensated for any additional services in the amounts
and in the manner as agreed to by City Manager and Contractor at the time City’s
written authorization is given to Contractor for the performance of said services. The
City Manager, if authorized by City Council, may approve additional work not to exceed
ten percent (10%) of the amount of the Agreement.
Contractor shall submit invoices monthly for actual services performed. Invoices
shall be submitted on or about the first business day of each month, or as soon
thereafter as practical, for services provided in the previous month. Payment shall be
made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the
City disputes any of Contractor’s fees, it shall give written notice to Contractor within
thirty (30) days of receipt of any disputed fees set forth on the invoice. Contractor shall
provide appropriate documentation, as determined by the City, for all reimbursable
expenses.
6. TERMINATION OR SUSPENSION WITHOUT CAUSE
The City may at any time, for any reason, with or without cause, suspend, or
terminate this Agreement, or any portions hereof, by serving upon the Contractor at
least ten (10) days prior written notice. Upon receipt of said notice, the Contractor shall
immediately cease all work under this Agreement, unless the notice provides otherwise.
If the City suspends or terminates a portion of this Agreement such suspension or
termination shall not make void or invalidate the remainder of this Agreement.
The Contractor may terminate this Agreement only by providing City with written
notice no less than thirty (30) days in advance of such termination. In the event of such
termination, Contractor shall be compensated for such services up to the date of
termination. Such compensation for work in progress shall be prorated as to the
percentage of progress completed at the date of termination.
If the City Manager, or the City Manager’s designee, determines that the
Contractor is in default in the performance of any of the terms or conditions of this
Agreement, the City may proceed in the manner set forth in Section 6-4 of the
Greenbook.
7. DEFAULT OF CONTRACTOR
The Contractor’s failure to comply with the provisions of this Agreement shall
constitute a default. In the event that Contractor is in default for cause under the terms
of this Agreement, City shall have no obligation or duty to continue compensating
Contractor for any work performed after the date of default and can terminate this
Agreement immediately by written notice to the Contractor. If such failure by the
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Contractor to make progress in the performance of work hereunder arises out of causes
beyond the Contractor’s control, and without fault or negligence of the Contractor, it
shall not be considered a default.
If the City Manager, or the City Manager’s designee, determines that the
Contractor is in default in the performance of any of the terms or conditions of this
Agreement, he/she shall cause to be served upon the Contractor a written notice of the
default. The Contractor shall have five (5) working days after service upon it of said
notice in which to cure the default by rendering a satisfactory performance. In the event
that the Contractor fails to cure its default within such period of time, the City shall have
the right, notwithstanding any other provision of this Agreement, to terminate this
Agreement without further notice and without prejudice to any other remedy to which it
may be entitled at law, in equity or under this Agreement.
8. LIQUIDATED DAMAGES
If the Contractor fails to complete the work, or any portion thereof, within the time
period required by this Agreement or as duly extended in writing by the City Manager,
Contractor shall forfeit and pay to the City, as liquidated damages, the sum of one
thousand dollars ($1,000) per day for each calendar day the work, or portion thereof,
remains uncompleted after the above specified completion date. Liquidated damages
shall be deducted from any payments due or to become due to the Contractor under the
terms of this Agreement [Government Code Sec. 53069.85]. Progress payments made
by the City after the above specified completion date shall not constitute a waiver of
liquidated damages by the City.
9. OWNERSHIP OF DOCUMENTS
Contractor shall maintain complete and accurate records with respect to sales,
costs, expenses, receipts, and other such information required by City that relate to the
performance of services under this Agreement. Contractor shall maintain adequate
records of services provided in sufficient detail to permit an evaluation of services. All
such records shall be maintained in accordance with generally accepted accounting
principles and shall be clearly identified and readily accessible. Contractor shall provide
free access to the representatives of City or its designees at reasonable times to such
books and records; shall give the City the right to examine and audit said books and
records; shall permit City to make transcripts therefrom as necessary; and shall allow
inspection of all work, data, documents, proceedings, and activities related to this
Agreement. Notification of audit shall be provided at least thirty (30) days before any
such audit is conducted. Such records, together with supporting documents, shall be
maintained for a period of ten (10) years after receipt of final payment.
Upon completion of, or in the event of termination or suspension of this
Agreement, all original documents, designs, drawings, maps, models, computer files,
surveys, notes, and other documents prepared in the course of providing the services to
be performed pursuant to this Agreement shall become the sole property of the City and
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may be used, reused, or otherwise disposed of by the City without the permission of the
Contractor. With respect to computer files, Contractor shall make available to the City,
at the Contractor’s office and upon reasonable written request by the City, the
necessary computer software and hardware for purposes of accessing, compiling,
transferring, and printing computer files.
10. INDEMNIFICATION AND HOLD HARMLESS
Contractor hereby assumes liability for and agrees to defend (at Indemnitees’
option), indemnify, protect, and hold harmless City and its Project Contractors, and
engineers, officers, agents, and employees (“Indemnitees”) from and against any and all
claims, charges, damages, demands, actions, proceedings, losses, stop notices, costs,
expenses (including attorneys’ fees), judgments, civil fines and penalties, liabilities of
any kind or nature whatsoever, which may be sustained or suffered by or secured
against the Indemnitees arising out of or encountered in connection with this Agreement
or the performance of the work including, but not limited to, death of or bodily injury to
persons or damage to property, including property owned by or under the care and
custody of City, and for civil fines and penalties, that may arise from or be caused, in
whole or in part, by any negligent or other act or omission of Contractor, its officers,
agents, employees, or subcontractors including but not limited to, liability arising from:
a) Any dangerous, hazardous, unsafe, or defective condition of, in or on the
premises, of any nature whatsoever, which may exist by reason of any act,
omission, neglect, or any use or occupation of the premises by Contractor, its
officers, agents, employees, or subcontractors;
b) Any operation conducted upon or any use or occupation of the premises
by Contractor, its officers, agents, employees, or subcontractors under or pursuant
to the provisions of this Agreement or otherwise;
c) Any act, omission, or negligence of Contractor, its officers, agents,
employees, or subcontractors;
d) Any failure of Contractor, its officers, agents, or employees to comply with
any of the terms or conditions of this Agreement or any applicable federal, state,
regional, or municipal law, ordinance, rule or regulation; and
e) The conditions, operations, uses, occupations, acts, omissions, or
negligence referred to in Subsections a, b, c, and d, existing or conducted upon or
arising from the use or occupation by Contractor on any other premises in the care,
custody and control of City.
The Contractor also agrees to indemnify City and pay for all damage or loss
suffered by City including but not limited to damage to or loss of City property, to the
extent not insured by City and loss of City revenue from any source, caused by or
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arising out of the conditions, operations, uses, occupations, acts, omissions or
negligence referred to in Subsections a, b, c, d, and e.
Contractor’s obligations under this Section apply regardless of whether or not
such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost,
expense, judgment, civil fine or penalty, or liability was caused in part or contributed to
by an Indemnitee. However, without affecting the rights of City under any provision of
this Agreement, Contractor shall not be required to indemnify and hold harmless City for
liability attributable to the active negligence of City, provided such active negligence is
determined by agreement between the parties or by the findings of a court of competent
jurisdiction. In instances where City is shown to have been actively negligent and where
City’s active negligence accounts for only a percentage of the liability involved, the
obligation of Contractor will be for that entire portion or percentage of liability not
attributable to the active negligence of City.
Contractor agrees to obtain executed indemnity agreements with provisions
identical to those set forth here in this Section from each and every subcontractor or any
other person or entity involved by, for, with, or on behalf of Contractor in the
performance of this Agreement. In the event Contractor fails to obtain such indemnity
obligations from others as required here, Contractor agrees to be fully responsible
according to the terms of this Section.
Failure of City to monitor compliance with these requirements imposes no
additional obligations on City and will in no way act as a waiver of any rights hereunder.
This obligation to indemnify and defend City as set forth here is binding on the
successors, assigns, or heirs of Contractor and shall survive the termination of this
Agreement or Section.
This Indemnity shall survive termination of the Agreement or Final Payment
hereunder. This Indemnity is in addition to any other rights or remedies that the
Indemnitees may have under the law or under any other Contract Documents or
Agreements. In the event of any claim or demand made against any party which is
entitled to be indemnified hereunder, City may, in its sole discretion, reserve, retain, or
apply any monies to the Contractor under this Agreement for the purpose of resolving
such claims; provided, however, City may release such funds if the Contractor provides
City with reasonable assurance of protection of the Indemnitees’ interests. City shall, in
its sole discretion, determine whether such assurances are reasonable.
11. INSURANCE
Contractor shall maintain, prior to the beginning of and for the duration of this
Agreement, insurance coverage as specified in Exhibit A attached hereto and
incorporated herein by this reference as though set forth in full.
12. INDEPENDENT CONTRACTOR
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Contractor is and shall at all times remain as to the City a wholly independent
Contractor. The personnel performing the services under this Agreement, on behalf of
Contractor, shall at all times be under Contractor’s exclusive direction and control.
Neither City nor any of its officers, employees, or agents shall have control over the
conduct of Contractor or any of Contractor’s officers, employees, or agents, except as
set forth in this Agreement. Contractor shall not at any time or in any manner represent
that it or any of its officers, employees, or agents are in any manner officers,
employees, or agents of the City. Contractor shall not incur or have the power to incur
any debt, obligation, or liability against City, or bind City in any manner.
No employee benefits shall be available to Contractor in connection with the
performance of this Agreement. Except for the fees paid to Contractor as provided in
the Agreement, City shall not pay salaries, wages, or other compensation to Contractor
for performing services hereunder for City. City shall not be liable for compensation or
indemnification to Contractor for injury or sickness arising out of performing services
hereunder.
13. LEGAL RESPONSIBILITIES
The Contractor shall keep itself informed of local, state, and federal laws and
regulations which in any manner affect those employed by it or in any way affect the
performance of its service pursuant to this Agreement. The Contractor shall at all times
observe and comply with all such laws and regulations. The City, and its officers and
employees, shall not be liable at law or in equity occasioned by failure of the Contractor
to comply with this Section.
14. ANTI DISCRIMINATION
Neither the Contractor, nor any subcontractor under the Contractor, shall
discriminate in employment of persons upon the work because of race, religious creed,
color, national origin, ancestry, physical handicap, medical condition, marital status, or
gender of such person, except as provided in Section 12940 of the Government Code.
The Contractor shall have responsibility for compliance with this Section [Labor Code
Section 1735].
15. UNDUE INFLUENCE
Contractor declares and warrants that no undue influence or pressure is used
against or in concert with any officer or employee of the City in connection with the
award, terms, or implementation of this Agreement, including any method of coercion,
confidential financial arrangement, or financial inducement. No officer or employee of
the City will receive compensation, directly or indirectly from Contractor, or any officer,
employee, or agent of Contractor, in connection with the award of this Agreement or any
work to be conducted as a result of this Agreement. Violation of this Section shall be a
material breach of this Agreement entitling the City to any and all remedies at law or in
equity.
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16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES
No member, officer, or employee of the City, or their designees or agents, and no
public official who exercises authority over or responsibilities with respect to the Project
during his/her tenure or for one (1) year thereafter, shall have any interest, direct or
indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be
performed in connection with the Project performed under this Agreement.
17. CONFLICT OF INTEREST
Contractor covenants that neither they nor any officer or principal of their firm
have any interests, nor shall they acquire any interest, directly or indirectly, which will
conflict in any manner or degree with the performance of their services hereunder.
Contractor further covenants that in the performance of this Agreement, they shall
employ no person having such interest as an officer, employee, agent, or subcontractor.
Contractor further covenants that Contractor has not contracted with nor is performing
any services directly or indirectly, with the developer(s) and/or property owner(s) and/or
firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or
processing an entitlement application for property in the City or its Area of Interest, now
or within the past one (1) year, and further covenants and agrees that Contractor and/or
its subcontractors shall provide no service or enter into any contract with any
developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public
agency(ies) owning property and/or processing an entitlement application for property in
the City or its Area of Interest, while under contract with the City and for a one (1) year
time period following termination of this Agreement.
18. NOTICE
Any notice to be given pursuant to this Agreement shall be in writing, and all such
notices and any other document to be delivered shall be delivered by personal service
or by deposit in the United States mail, certified or registered, return receipt requested,
with postage prepaid, and addressed to the party for whom intended as follows:
To: City Manager
City of Moorpark
799 Moorpark Avenue
Moorpark, California 93021
To:
Either party may, from time to time, by written notice to the other, designate a
different address or contact person, which shall be substituted for the one above
specified. Notices, payments and other documents shall be deemed delivered upon
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receipt by personal service or as of the third (3rd) day after deposit in the United States
mail.
19. CHANGE IN NAME
Should a change be contemplated in the name or nature of the Contractor’s legal
entity, the Contractor shall first notify the City in order that proper steps may be taken to
have the change reflected in the Agreement documents.
20. ASSIGNMENT
Contractor shall not assign this Agreement or any of the rights, duties, or
obligations hereunder. It is understood and acknowledged by the parties that Contractor
is uniquely qualified to perform the services provided for in this Agreement.
21. LICENSES
At all times during the term of this Agreement, Contractor shall have in full force
and effect, all licenses required of it by law for the performance of the services in this
Agreement.
22. VENUE AND GOVERNING LAW
This Agreement is made, entered into, and executed in Ventura County,
California, and any action filed in any court or for arbitration for the interpretation,
enforcement or other action of the terms, conditions, or covenants referred to herein
shall be filed in the applicable court in Ventura County, California. The City and
Contractor understand and agree that the laws of the State of California shall govern the
rights, obligations, duties, and liabilities of the parties to this Agreement and also govern
the interpretation of this Agreement.
23. ENTIRE AGREEMENT
This Agreement contains the entire understanding between the parties relating to
the obligations of the parties described in this Agreement. All prior or contemporaneous
agreements, understandings, representations, and statements, oral or written, are
merged into this Agreement and shall be of no further force or effect. Each party is
entering into this Agreement based solely upon the representations set forth herein and
upon each party’s own independent investigation of any and all facts such party deems
material.
24. CAPTIONS OR HEADINGS
The captions and headings of the various Articles, Paragraphs, Sections, and
Exhibits of this Agreement are for convenience and identification only and shall not be
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deemed to limit or define the content of the respective Articles, Paragraphs, Sections,
and Exhibits hereof.
25. AMENDMENTS
Any amendment, modification, or variation from the terms of this Agreement shall
be in writing and shall be effective only upon approval by both parties to this Agreement.
26. TIME OF COMPLETION
City and Contractor agree that time is of the essence in this Agreement. City and
Contractor further agree that Contractor’s failure to perform on or at the times set forth
in this Agreement will damage and injure City, but the extent of such damage and injury
is difficult or speculative to ascertain. Consequently, City and Contractor agree that any
failure to perform by Contractor at or within the times set forth herein shall result in
liquidated damages as defined in this Agreement for each and every day such
performance is late. City and Contractor agree that such sum is reasonable and fair.
Furthermore, City and Contractor agree that this Agreement is subject to Government
Code Section 53069.85 and that each party hereto is familiar with and understands the
obligations of said Section of the Government Code.
27. PRECEDENCE
Contractor is bound by the contents of City’s Bid Package and Proposal, Exhibit
B attached hereto and incorporated herein by this reference as though set forth in full. In
the event of conflict, the requirements of the City’s Bid Package and this Agreement
shall take precedence over those contained in the Proposal.
28. INTERPRETATION OF AGREEMENT
Should interpretation of this Agreement, or any portion thereof, be necessary, it is
deemed that this Agreement was prepared by the parties jointly and equally, and shall
not be interpreted against either party on the ground that the party prepared the
Agreement or caused it to be prepared.
29. WAIVER
No waiver of any provision of this Agreement shall be deemed, or shall
constitute, a waiver of any other provision, whether or not similar, nor shall any such
waiver constitute a continuing or subsequent waiver of the same provision. No waiver
shall be binding unless executed in writing by the party making the waiver.
30. AUTHORITY TO EXECUTE
The person, or persons, executing this Agreement on behalf of the Contractor
warrants and represents that he/she has the authority to execute this Agreement on
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behalf of the Contractor and has the authority to bind Contractor to the performance of
obligations hereunder.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed the day and year first above written.
CITY OF MOORPARK
By: __________________________ By:__________________________
Troy Brown, City Manager
Title:
Attest:
_____________________________
Ky Spangler, City Clerk
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EXHIBIT A
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of the Work, Contractor will
maintain insurance in conformance with the requirements set forth below. Contractor
will use existing coverage to comply with these requirements. If that existing coverage
does not meet the requirements set forth here, it will be amended to do so. Contractor
acknowledges that the insurance coverage and policy limits set forth in this section
constitute the minimum amount of coverage required. Any insurance proceeds available
to City in excess of the limits and coverage required in this Agreement and which is
applicable to a given loss, will be available to the City.
Contractor shall provide the following types and amounts of insurance:
1. Commercial General Liability
Commercial General Liability Insurance shall be provided by an Insurance
Services Office “Commercial General Liability” policy form CG 00 01 or the exact
equivalent. Defense costs must be paid in addition to limits. There shall be no cross
liability exclusion for claims or suits by one insured against another. Limits shall be no
less than $5,000,000 per occurrence for all covered losses and no less than
$10,000,000 general aggregate.
Contractor’s policy shall contain no endorsements limiting coverage beyond the
basic policy coverage grant for any of the following:
a. Explosion, collapse or underground hazard (XCU)
b. Products and completed operations
c. Pollution liability
d. Contractual liability
Coverage shall be applicable to City for injury to employees of contractors,
subcontractors, or others involved in the project. Policy shall be endorsed to provide a
separate limit applicable to this project.
2. Workers’ Compensation
Workers’ Compensation insurance shall be provided on a state-approved policy
form providing statutory benefits as required by law with employers’ liability limits no
less than $1,000,000 per accident for all covered losses.
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3. Business Auto Coverage
Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 06 92
including symbol 1 (Any Auto) or the exact equivalent shall be provided. Limits shall be
no less than $1,000,000 per accident, combined single limit. If Contractor owns no
vehicles, this requirement may be satisfied by a non-owned auto endorsement to the
general liability policy described above. If Contractor or Contractor’s employees will use
personal autos in any way on this project, Contract shall provide evidence of personal
auto liability coverage for each such person.
4. Excess or Umbrella Liability
Excess or Umbrella Liability insurance (Over Primary) if used to meet limit
requirements, shall provide coverage at least as broad as specified for the underlying
coverages. Coverage shall be provided on a “pay on behalf” basis, with defense costs
payable in addition to policy limits. There shall be no cross liability exclusion precluding
coverage for claims or suits by one insured against another. Coverage shall be
applicable to City for injury to employees of contractor, subcontractors, or others
involved in the Work. The scope of coverage provided is subject to the approval of city
following receipt of proof of insurance as required herein. Limits are subject to review.
Insurance procured pursuant to these requirements shall be written by insurers
that are admitted carriers in the state of California and with A.M. Best rating of A- or
better and a minimum financial size of VII.
Contractor and City agrees as follows:
1. Contractor agrees to endorse the third party general liability coverage required
herein to include as additional insureds City, its officials, employees, agents,
using standard ISO endorsement No. CG 2010 with an edition date of 1985.
Contractor also agrees to require all contractors, subcontractors, and anyone
else involved in any way with the project contemplated by this Agreement to do
likewise.
2. Any waiver of subrogation express or implied on the part of the City to any party
involved in this Agreement or related documents applies only to the extent of
insurance proceeds actually paid. City, having required that it be named as an
additional insured to all insurance coverage required herein, expressly retains the
right to subrogate against any party for sums not paid by insurance. For its part,
Contractor agrees to waive subrogation rights against City regardless of the
applicability of any insurance proceeds, and to require all contractors,
subcontractors, or others involved in any way with the project contemplated by
this Agreement to do likewise.
3. All insurance coverage maintained or procured by Contractor or required of
others by Contractor pursuant to this Agreement shall be endorsed to delete the
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subrogation condition as to the city, or to specifically allow Contractor or others
providing insurance herein to waive subrogation prior to a loss. This
endorsement shall be obtained regardless of existing policy wording that may
appear to allow such waivers.
4. It is agreed by Contractor and City that insurance provided pursuant to these
requirements is not intended by any party to be limited to providing coverage for
the vicarious liability of City, or to the supervisory role, if any, of City. All
insurance coverage provided pursuant to this or any other Agreement (express
or implied) in any way relating to City is intended to apply to the full extent of the
policies involved. Nothing referred to here or contained in any agreement
involving City in relation to the project contemplated by this Agreement is
intended to be construed to limit the application of insurance coverage in any
way.
5. None of the coverages required herein will be in compliance with these
requirements if they include any limiting endorsement of any kind that has not
been first submitted to City and approved of in writing.
6. All coverage types and limits required are subject to approval, modification, and
additional requirements by the City, as the need arises. Contractor shall not
make any reductions in scope of coverage (e.g. elimination of contractual liability
or reduction of discover period) that may affect City’s protection without City’s
prior written consent.
7. Proof of compliance with these insurance requirements, consisting of binders of
coverage, or endorsements, or certificates of insurance, shall be delivered to City
at or prior to the execution of this Agreement. In the event such proof of
insurance is not delivered as required, or in the event such insurance is canceled
or reduced at any time and no replacement coverage is provided, City has the
right, but not the duty, to obtain any insurance it deems necessary to protect its
interests under this or any other Agreement and to pay the premium. Any
premium so paid by City shall be charged to and promptly paid by Contractor or
deducted from sums due Contractor, at City option.
8. Contractor agrees to endorse, and to required others to endorse, the insurance
provided pursuant to these requirements, to require 30 days notice to City and
the appropriate tender prior to cancellation or reduction of such liability coverage
and notice of any material alteration or non-renewal of any such coverage, and to
require contractors, subcontractors, and any other party in any way involved with
the project contemplated by this Agreement to do likewise.
9. It is acknowledged by the parties of this Agreement that all insurance coverage
required to be provided by Contractor or any subcontractor, and any other party
involved with the project who is brought onto or involved in the project by
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Contractor, is intended to apply first and on a primary non-contributing basis in
relation to any other insurance or self-insurance available to the City.
10. Contractor agrees to ensure that subcontractors, and any other party involved
with the project who is brought onto or involved in the project by Contractor,
provide the same minimum insurance coverage required of Contractor.
Contractor agrees to monitor and review all such coverage and assumes all
responsibility for ensuring that such coverage is provided in conformity with the
requirements of this Agreement. Contractor agrees that upon request, all
agreements with subcontractors and others engaged in this project will be
submitted to City for review.
11. Contractor agrees that all layers of third party liability coverage required herein,
primary, umbrella and excess, will have the same starting and expiration date.
Contractor agrees further that all other third party coverages required herein will
likewise have concurrent starting and ending dates.
12. Contractor agrees not to self-insure or to use any self-insured retentions or
deductibles on any portion of the insurance required herein and further agrees
that it will not allow any contractor, subcontractor, architect, engineer, or other
entity or person in any way involved in the performance of Work on the project
contemplated by this Agreement to self-insure its obligations to City. If
Contractor’s existing coverage includes a deductible or self-insured retention, the
deductible or self-insured retention must be declared to the City. At that time the
City shall review options with the Contractor, which may include reduction or
elimination of the deductible or self-insured retention, substitution of other
coverage, or other solutions.
13. The City reserves the right at any time during the term of this Agreement to
change the amounts and types of insurance required by giving the Contractor 90
days advance written notice of such change. If such change results in substantial
additional cost to the Contractor, the City will negotiate additional compensation
proportional to the increased benefit to City.
14. For purposes of applying insurance coverage only, all contracts pertaining to the
project will be deemed to be executed when finalized and any activity
commences in furtherance of performance under this Agreement.
15. Contractor acknowledges and agrees that any actual or alleged failure on the
part of City to inform Contractor of non-compliance with any insurance
requirement in no way imposes any additional obligations on City nor does it
waive any rights hereunder in this or any other regard.
16. Contractor will renew the required coverage annually as long as City, or its
employees or agents face an exposure from operations of any type pursuance to
this Agreement. This obligation applies whether or not the Agreement is canceled
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or terminated for any reason. The insurance shall include but not be limited to
products and completed operations and discontinued operations, where
applicable. Termination of this obligation is not effective until City executes a
written statement to that effect.
17. Contractor agrees to waive its statutory immunity under any workers’
compensation statute or similar statute, in relation to the City, and to require all
subcontractors and any other person or entity involved in the project
contemplated by this Agreement to do likewise.
18. Requirements of specific coverage features are not intended as limitations on
other requirements or as a waiver of any coverage normally provided by any
given policy. Specific reference to a given coverage feature is for purposes of
clarification only as it pertains to a given issue, and is not intended by any party
or insured to be all-inclusive.
19. Any provision in any of the construction documents dealing with the insurance
coverage provided pursuant to these requirements, is subordinate to and
superseded by the requirements contained herein. These insurance
requirements are intended to be separate and distinct from any other provision in
this Agreement and are intended by the parties to be interpreted as such.
20. All liability coverage provided according to these requirements must be endorsed
to provide a separate aggregate limit for the project that is the subject of this
Agreement and evidencing products and completed operations coverage for not
less than two years after issuance of a final certificate of occupancy by all
appropriate government agencies or acceptance of the completed work by City.
21. Contractor agrees to be responsible for ensuring that no contract used by any
party involved in any way with the project reserves the right to change City or
Contractor for the cost of additional insurance coverage required by this
Agreement. Any such provisions are to be deleted with reference to City. It is not
the intent of City to reimburse any third party for the cost of complying with these
requirements. There shall be no recourse against City for payment of premiums
or other amounts with respect thereto.
22. Contractor agrees to obtain and provide to City a copy of Professional Liability
coverage for Architects or Engineers on this project through Contractor. City shall
determine the liability limit.
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EXHIBIT B
PUBLIC CONTRACT CODE SECTION 9204
9204. (a) The Legislature finds and declares that it is in the best interests of the state
and its citizens to ensure that all construction business performed on a public works
project in the state that is complete and not in dispute is paid in full and in a timely
manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing
with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section
19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part
3, this section shall apply to any claim by a contractor in connection with a public works
project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or
certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties
for delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on
behalf of, the contractor pursuant to the contract for a public works project and payment
for which is not otherwise expressly provided or to which the claimant is not otherwise
entitled.
(C) Payment of an amount that is disputed by the public entity.
(2) “Contractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code
who has entered into a direct contract with a public entity for a public works project.
(3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B),
a state agency, department, office, division, bureau, board, or commission, the
California State University, the University of California, a city, including a charter city,
county, including a charter county, city and county, including a charter city and county,
district, special district, public authority, political subdivision, public corporation, or
nonprofit transit corporation wholly owned by a public agency and formed to carry out
the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that
department.
(ii) The Department of Transportation as to any project under the jurisdiction of that
department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of
that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under
its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part
3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects.
(vii) The High-Speed Rail Authority.
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(4) “Public works project” means the erection, construction, alteration, repair, or
improvement of any public structure, building, road, or other public improvement of any
kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code
who either is in direct contract with a contractor or is a lower tier subcontractor.
(d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the
claim applies shall conduct a reasonable review of the claim and, within a period not to
exceed 45 days, shall provide the claimant a written statement identifying what portion
of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public
entity and a contractor may, by mutual agreement, extend the time period provided in
this subdivision.
(B) The claimant shall furnish reasonable documentation to support the claim.
(C) If the public entity needs approval from its governing body to provide the claimant a
written statement identifying the disputed portion and the undisputed portion of the
claim, and the governing body does not meet within the 45 days or within the mutually
agreed to extension of time following receipt of a claim sent by registered mail or
certified mail, return receipt requested, the public entity shall have up to three days
following the next duly publicly noticed meeting of the governing body after the 45-day
period, or extension, expires to provide the claimant a written statement identifying the
disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and
made within 60 days after the public entity issues its written statement. If the public
entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity
fails to respond to a claim issued pursuant to this section within the time prescribed, the
claimant may demand in writing an informal conference to meet and confer for
settlement of the issues in dispute. Upon receipt of a demand in writing sent by
registered mail or certified mail, return receipt requested, the public entity shall schedule
a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer
conference, if the claim or any portion of the claim remains in dispute, the public entity
shall provide the claimant a written statement identifying the portion of the claim that
remains in dispute and the portion that is undisputed. Any payment due on an
undisputed portion of the claim shall be processed and made within 60 days after the
public entity issues its written statement. Any disputed portion of the claim, as identified
by the contractor in writing, shall be submitted to nonbinding mediation, with the public
entity and the claimant sharing the associated costs equally. The public entity and
claimant shall mutually agree to a mediator within 10 business days after the disputed
portion of the claim has been identified in writing. If the parties cannot agree upon a
mediator, each party shall select a mediator and those mediators shall select a qualified
neutral third party to mediate with regard to the disputed portion of the claim. Each party
shall bear the fees and costs charged by its respective mediator in connection with the
selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim
remaining in dispute shall be subject to applicable procedures outside this section.
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(C) For purposes of this section, mediation includes any nonbinding process, including,
but not limited to, neutral evaluation or a dispute review board, in which an independent
third party or board assists the parties in dispute resolution through negotiation or by
issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this
section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the
mediation conducted pursuant to this section shall excuse any further obligation under
Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes
under private arbitration or the Public Works Contract Arbitration Program, if mediation
under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time
periods described in this subdivision or to otherwise meet the time requirements of this
section shall result in the claim being deemed rejected in its entirety. A claim that is
denied by reason of the public entity’s failure to have responded to a claim, or its failure
to otherwise meet the time requirements of this section, shall not constitute an adverse
finding with regard to the merits of the claim or the responsibility or qualifications of the
claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at
7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim
against a public entity because privity of contract does not exist, the contractor may
present to the public entity a claim on behalf of a subcontractor or lower tier
subcontractor. A subcontractor may request in writing, either on his or her own behalf or
on behalf of a lower tier subcontractor, that the contractor present a claim for work
which was performed by the subcontractor or by a lower tier subcontractor on behalf of
the subcontractor. The subcontractor requesting that the claim be presented to the
public entity shall furnish reasonable documentation to support the claim. Within 45
days of receipt of this written request, the contractor shall notify the subcontractor in
writing as to whether the contractor presented the claim to the public entity and, if the
original contractor did not present the claim, provide the subcontractor with a statement
of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or
specifications for any public works project that may give rise to a claim under this
section.
(f) A waiver of the rights granted by this section is void and contrary to public policy,
provided, however, that (1) upon receipt of a claim, the parties may mutually agree to
waive, in writing, mediation and proceed directly to the commencement of a civil action
or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable
change order, claim, and dispute resolution procedures and requirements in addition to
the provisions of this section, so long as the contractual provisions do not conflict with or
otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or
grants available through a competitive application process, for the failure of an awardee
to meet its contractual obligations.
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(i) This section shall remain in effect only until January 1, 2020, and as of that date is
repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes
or extends that date.
(Added by Stats. 2016, Ch. 810, Sec. 1. (AB 626) Effective January 1, 2017. Repealed
as of January 1, 2020, by its own provisions.)
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EXHIBIT C
REQUIRED CONTRACT PROVISIONS FOR
FEDERAL-AID CONSTRUCTION CONTRACTS
Refer to Local Assistance Procedures Manual, Exhibit 12-G, or Appendix B of the
Project Specifications.
Provisions of the required Local Assistance Federal-Aid contract language will be made
part of the Contract Agreement and will be referenced as Exhibit C.
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BOND FOR FAITHFUL PERFORMANCE
BOND NO.
KNOW ALL PERSONS BY THESE PRESENTS:
That we, hereinafter referred to as “Contractor”
as principal, and hereinafter referred to as
“Surety,” are held and firmly bound unto the City of Moorpark, California, hereinafter
referred to as “City”, or “Obligee” in the sum of _________________________ dollars
($_________ ), lawful money of the United States of America, for the payment of
which sum well and truly to be made, we bind ourselves, jointly and severally, firmly by
these presents.
This condition of the foregoing obligation is such that:
WHEREAS, said Contractor has been awarded and is about to enter into the
annexed Contract with the City of Moorpark, California, for the construction of the
Princeton Avenue Improvement Project, and is required by said City to give this bond
in connection with the execution of said Contract.
NOW, THEREFORE, if said Contractor shall well and truly do and perform all the
covenants and obligations of said Contract to be done and performed at the time and in
the manner specified herein, then this obligation shall be null and void one year after
date of recordation of Notice of Completion by City of the completed work; otherwise it
shall be and remain in full force and effect, and Surety shall cause the Contract to be
fully performed or to pay to obligee the cost of performing said Contract in an amount
not exceeding the said sum above specified, and shall also, in case suit is brought upon
this bond, pay to obligee court costs and a reasonable attorney’s fee, to be fixed by the
court.
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BOND FOR FAITHFUL PERFORMANCE (cont’d)
IT IS FUTHER PROVIDED, that any alterations in the work to be done or
the material to be furnished shall not in any way release the Contractor or the Surety
there under, nor shall any extension of time granted under the provisions of the Contract
release either the Contractor of the Surety; and notice of such alterations or extensions
of the Contract is hereby waived by the Surety.
WITNESS our hands this day of , 2021.
Contractor
By
Title
By
Title
Surety
By
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FORM TO ACCOMPANY BOND FOR FAITHFUL PERFORMANCE
STATE OF CALIFORNIA )
COUNTY OF ) SS.
CITY OF )
On this day of , 2021, before
me, the undersigned, a Notary Public in and for said County and State, residing therein,
duly commissioned and sworn, personally appeared ,
Personally known to be (or proved to me on the basis of satisfactory evidence) to be the
person whose name is subscribed to this instrument; and know to be the
of and
the same person whose name is subscribed to the within instrument as the
of said and the said
duly acknowledged to me that he/she subscribed the name
of thereto as Surety and his/her own
name as .
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my
official seal the day and year in the certificate first above written.
Notary Public in and for said
County and State aforesaid.
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BOND FOR MATERIAL SUPPLIERS AND LABORERS
KNOW ALL PERSONS BY THESE PRESENTS:
That we, hereinafter referred to as
“Contractor” as principal, and hereinafter referred to as
“Surety,” are held and firmly bound unto the City of Moorpark, California, hereinafter
referred to as “City”, or “Obligee” in the sum of dollars ($ ),
lawful money of the United States of America, for the payment of which sum well and
truly to be made, we bind ourselves, jointly and severally, firmly by these presents.
The Condition of the foregoing obligation is such that:
WHEREAS, said Contractor has been awarded and is about to enter into
the annexed Contract with the City, for the construction of Princeton Avenue
Improvement Project, and is required by City to give this bond in connection with the
execution of said Contract.
NOW, THEREFORE, if the said principal as Contractor in said Contract or
subcontractors, fails to pay for any materials, provisions, or its other supplies, or items,
used in, upon, for or about the performance of the work contracted to be done, or for
any work or labor thereon of any kind, or for amounts due under the Unemployment
Insurance Code with respect to such work or labor, said Surety will pay for the same in
an amount not exceeding the sum specified above, and also, in case suit is brought
upon this bond, a reasonable attorney’s fee to be fixed by the court.
This bond shall inure to the benefit of any and all persons named in
Section 3181 of the Civil Code of the State of California.
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BOND FOR MATERIAL SUPPLIERS AND LABORERS
IT IS FURTHER PROVIDED, that any alterations in the work to be done or
the material to be furnished, which may be made pursuant to the terms of said Contract
shall not in any way release either the Contractor or the Surety there under, nor shall
any extensions of time granted under the provisions of said Contract release either the
Contractor or the Surety; and notice of such alterations or extensions of the Contract is
hereby waived by the Surety.
WITNESS our hands this day of , 2021.
Contractor
By
Title
By
Title
Surety
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FORM TO ACCOMPANY BOND FOR MATERIAL SUPPLIERS AND LABORERS
STATE OF CALIFORNIA )
COUNTY OF ) SS.
CITY OF )
On this day of , 2021, before
me, the undersigned, a Notary Public in and for said County and State, residing therein,
duly commissioned and sworn, personally appeared ,
Personally known to be (or proved to me on the basis of satisfactory evidence) to be the
person whose name is subscribed to this instrument; and know to be the
of
and the same person whose name is subscribed to the within instrument as the
of said and the said
duly acknowledged to me that he/she
subscribed the name of thereto as Surety and his/her
own name as .
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my
official seal the day and year in the certificate first above written.
Notary Public in and for said
County and State aforesaid.
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WORKER’S COMPENSATION INSURANCE CERTIFICATE
Section 1860 and 1861 of the California Labor Code require every contractor to
whom a public works contract is awarded to sign and file with the awarding body the
following statement:
“I am aware of the Provisions of Section 3700 of the Labor Code which
requires every employer to be insured against liability for Worker’s
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.”
By
Date: Title
By
Date: Title
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INSURANCE CERTIFICATE FOR GENERAL LIABILITY
Use Standard Accord Form
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INSURANCE CERTIFICATE FOR AUTOMOBILE LIABILITY
Use Standard Accord Form
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CITY OF MOORPARK
DATA UNIVERSAL NUMBERING SYSTEM (D-U-N-S) NUMBER
Submit this form with the Executed Contract. If you fail to submit your D-U-N-S Number,
the City will not approve the contract
CONTRACT NUMBER: MPK 21-03
CONTRACTOR NAME: __________________________________________________
BUSINESS ADDRESS (D-U-N-S Number Location):
STREET: ______________________________________________________________
CITY: _________________________________________________________________
STATE: _______________________________________________________________
ZIP CODE: ____________________________________________________________
D-U-N-S Number: _______________________
Contact Name: ________________________________________________________
Telephone No: ________________________________________________________
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CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
STANDARD SPECIFICATIONS
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
SPECIFICATION NO. MPK 21-03
FEDERAL AID NO. HSIPL-5436(018)
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CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
STANDARD SPECIFICATIONS
0-1 STANDARD SPECIFICATIONS
Except as hereinafter provided, the provisions of the latest edition of the Standard
Specifications for Public Works Construction (SSPWC), and all supplements thereto,
prepared and promulgated by the Greenbook Committee of Public Works Standards
Inc., formerly the Southern California Chapter of the American Public Works Association
and the Associated General Contractors of America, and the following modifications
thereto are established as the Standard Specifications for the City. They will be referred
to in the Special Provisions as the “Standard Specifications.”
SECTION 1 – GENERAL
1-2 TERMS AND DEFINITIONS
1-2.1 Additional Definitions
Acceptance – The formal written acceptance by the City of the completed project.
Agency/City – City of Moorpark.
Approved Equal – or words of the like refer to a material which has been
approved by the City Engineer as similar and equal in all respects and
acceptable for use in lieu of the particular materials as specified herein. No
“approved equal” material shall be used in any of the work unless to use same is
first obtained in writing from the City Engineer. The City reserves the right to
reject any and all materials, either before or after installation that are not as
specified or approved by the City Engineer in writing. In all cases where
propriety articles are specified, it is the intent of these specifications to permit the
use of approved equals, unless specifically prohibited. Requests for “approved
equal” status for proposed substitutions shall be submitted within fifteen (15)
days after the award of the Contract. Such requests shall include substantiating
data and the proposed credit to the Contract price for the use of such
substitution, should it be approved.
Approved, Required, Directed – or words of similar import, refer to and indicate
that the work or materials shall be “approved”, “required” or “directed” by the City
of Moorpark or its duly authorized representative.
Bid – That document included in the Proposal setting forth the performance
prices for the work.
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City Council – The body constituting the awarding authority of the City.
Department – Public Works Department, City of Moorpark.
Due Notice – A written notification, given in due time, of a proposed action where
such notification is required by the Contract to be given a specified interval of
time (usually 48-hours or two working days) prior to the commencement of the
contemplated action. Notifications may be from City to Contractor or from
Contractor to City.
Engineer – The City Engineer of the City of Moorpark.
Laboratory - Any laboratory of a public agency or any recognized commercial
testing laboratory approved by the City.
Prompt – The briefest interval of time required for a considered reply, including
the time required for approval by a governing body.
Proposal – Includes all those documents which must be submitted by bidder in
order to be awarded the Contract.
1-3 ABBREVIATIONS
1-3.3.1 Institutions
AAN American Association of Nurserymen
ACI American Concrete Institute
AGC Associated General Contractors of America
AISC American Institute of Steel Construction
APCD Air Pollution Control District
APWA American Public Works Association
ASA American Standards Association
ASME American Society of Mechanical Engineers
ASTM American Society of Testing and Materials
CAL-OSHA California Occupational Safety & Health Administration
CALTRANS California Department of Transportation
CITY City of Moorpark
CRSI Concrete Reinforcing Steel Institute
DISTRICT Ventura County Waterworks District No. 1
IEEE Institute of Electric and Electronic Engineer
NEC National Electrical Code
NFPA National Fire Protection Association
RSRPD Rancho Simi Recreation and Parks District
SSPWC Standard Specifications for Public Works Construction,
latest edition, prepared by the Greenbook Committee of
Public Works Standards, Inc., formerly the Southern
California Chapters of ACG and APWA
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SSS State of California, Department of Transportation,
Standard Specifications, latest edition
VCTC Ventura County Transportation Commission
VCWPD Ventura County Watershed Protection District
SECTION 2 – SCOPE OF THE WORK
2-2 PERMITS
2-2.1 City Encroachment Permit
A City Encroachment Permit is required to work within public right-of-way and will
be issued at no cost to the Contractor.
2-2.2 Caltrans Encroachment Permit
When work is proposed within State of California Department of Transportation
right-of-way, the City will obtain an Encroachment Permit. However, after
contract award, the Contractor shall obtain and pay for an Encroachment Permit
Rider at the State of California Department of Transportation, District 07,
Office of Permits, 100 South Main Street, MS 9, Los Angeles, CA 90012.
The Contractor will need to show evidence of possessing bonding that meets the
requirements of the State of California Department of Transportation. Such
bonding costs will be at Contractor's expense.
2-2.3 Other Encroachment Permits
When work occurs in the right-of-way of other entities, the Contractor shall obtain
and pay, as required, for an encroachment permit from that entity.
SECTION 3 – CONTROL OF THE WORK
3-1 CONTRACT ASSIGNMENT
The bidder shall not in whole or in part, assign, transfer, convey, or otherwise dispose of
the Contract, or its right, title or interest, or its power to execute such a Contract to any
individual or business entity of any kind without the previous written consent of the City.
3-7 CONTRACT DOCUMENTS
3-7.1.1 Accuracy of Specifications
The specifications and the plans for this project are believed by the City to be
accurate and to contain neither misrepresentation nor any concealment of any
material fact. Bidders are cautioned to undertake an independent analysis of any
materials, test data and results, if any, in the specifications. City does not
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guarantee the accuracy of any interpretations of test data and results contained
in the specifications. Bidder and all subcontractors named in the Proposal shall
bear sole responsibility for bid errors resulting from misstatements or omissions
in the plans and specifications which would have been ascertained by examining
either the project site or the test data and results, if any, in the City’s possession.
Although the effect of ambiguities or defects in the plans and specifications will
be as determined by law, any patent ambiguity or defect shall give rise to a duty
of the bidder to inquire prior to bid submission. Failure to so inquire shall cause
any such ambiguity to be construed against the bidder and/or a waiver of any
defect by the bidder.
An ambiguity or defect shall be considered patent if it is of such a nature that the
bidder assuming reasonable skill, ability, and diligence, knew or should have
known of the existence of the ambiguity or defect. Furthermore, failure of the
bidder or subcontractors to notify City in writing of bid specifications or plans
defects or ambiguities prior to bid submission shall waive any right to assert said
defects or ambiguities subsequent to submission of the bid.
To the extent that these specifications continue performance specifications, the
City shall not be liable for costs incurred by the successful bidder to achieve the
project’s objective or standard beyond the amounts provided therefore in the bid.
In the event that any dispute arises after awarding the bid as a result of any
actual or alleged ambiguity or defect in the plans and/or specifications, or over
any other matter whatsoever, Contractor shall immediately notify City in writing.
Contractor and all subcontractors shall continue to perform whether or not the
ambiguity or defect is major, material, minor and trivial and whether or not a
change order, time extension, or additional compensation has been granted by
the City. Failure to provide such written notice within one working day of
Contractor becoming aware of the facts giving rise to the dispute shall constitute
a waiver of the right to assert the causative role of the defect or ambiguity in the
plans or specifications concerning the dispute.
3-8 SUBMITTALS
3-8.7 Bidders Required to Make Investigations
Bidders are required to make their own investigations and their own estimates of
the site. It is not intended nor to be inferred that the specifications are or
constitute any representation of warranty, express or implied, by the City of
Moorpark or any officer or employee, thereof, that any conditions which may
seem to be indicated by the specifications actually exist or are to be relied upon
either with reference to site or subsoil conditions, the presence or absence of
groundwater, or otherwise. The bidder to whom this Contract is awarded
covenants and agrees by execution of Contract that the specifications do not
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constitute any warranty or representation, express or implied, respecting actual
conditions which will be encountered by the Contractor in performance of the
Contract and that the Contractor cannot and does not rely thereon and shall not
be relieved of liability under the Contract. Neither the City nor any officer or
employee thereof shall be liable to the Contractor as a result of any difference or
variance between conditions suggested or seemingly indicated by the
specifications of the work or otherwise. It is the overriding purpose and intent of
the parties that the Contractor assumes all risks in connection with performance
of the work in accordance with the contract documents regardless of any such
difference or variance. The Contractor forever and irrevocably waives,
relinquishes and releases any claims, rights, demands, damages, actions and
causes of action in connection therewith against the City of Moorpark and its
officers and employees.
3-8.8 Additional Investigations Required
Prior to bid submittal, the Contractor must perform an independent site
investigation and by the bid represents that the Contractor has accomplished and
is satisfied as to the result of the investigation required under these Bid Terms
and Conditions. In addition thereto, the Contractor has investigated all other
general and local conditions pertaining to the work to be performed, the site of
the work and adjacent and nearby areas, including, but not limited to, those
relating to transportation, the disposal, handling and storage of materials,
availability of labor, water, electrical power, road and uncertainties of weather, all
other physical conditions at and near the site of the work to be performed by the
Contractor, including the conformation and conditions of the ground, and the
character of equipment and facilities needed prior to and during prosecution of
the work. The bidder to whom this Contract is awarded covenants and agrees by
execution of the Contract that the Contractor neither has nor shall have any
claim, demand, action or cause of action against the City of Moorpark, or any
officer or employee thereof, on account of or in respect to any such conditions,
whether or not the same are ascertained or known by the Contractor. It is the
sole responsibility of the Contractor to estimate properly the difficulties to be
encountered in providing necessary labor, quantities of material, and the cost of
successfully performing the Contractors work in conformity with the contract
documents. Neither the City of Moorpark nor any officer or employee thereof
shall be responsible to the Contractor, nor shall any claim, demand, action or
cause or action exist or arise in favor of the Contractor, on account of any oral
statement or alleged representation made by the City of Moorpark, or any officer
or employee thereof, in respect to any of the foregoing matters.
3-12 WORK SITE MAINTENANCE
3-12.2.1 Additional Air Pollution Control Requirement
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The Contractor shall comply with all applicable standards, orders, or regulations
issued pursuant to the Clean Air Act of 1970 (42 U.S.C. 7401 et. seq.) as
amended. The Contractor shall comply with Ventura County Air Pollution Control
District Rule 55, Fugitive Dust (see Appendix E). Violations will be reported to the
appropriate authorities.
3-12.3.1 Noise Control Requirements
The Contractor shall comply with all local sound control and noise level rules,
regulations, and ordinances, which apply to any work performed pursuant to the
Contract.
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 such muffler.
The noise level from the Contractor's operations, between the hours of 9:00 p.m.
and 7:00 a.m., shall not exceed a maximum of 50 dba at a distance of 50 feet
from the source. This requirement in no way relieves the Contractor from
responsibility for complying with local ordinances regulating the noise level.
Said noise level requirement shall apply to all 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 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 therefore.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
3-13.1.1 No Waiver of Legal Rights
The City shall not be precluded or be stopped by any measurement, estimate, or
certificate made either before or after the completion and acceptance of the Work
and payment therefore from showing the true amount and character of the work
performed and materials furnished by the Contractor, nor from showing that any
such measurement, estimate, or certificate is untrue or is incorrectly made, nor
that the work or materials do not in fact conform to the Contract.
The City shall not be precluded or stopped, notwithstanding any such
measurement, estimate, or certificate and payment in accordance therewith, from
recovering from the Contractor or Surety, or both, for such damage as it may
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sustain by reason of the Contractor's failure to comply with the terms of the
Contract.
Neither the acceptance by the Engineer or by the Engineer's representative nor
any payment for or acceptance of the whole or any part of the Work, nor any
extension of time, nor any possession taken by the Engineer shall operate as a
waiver of any portion of the Contract or of any power herein reserved or of any
right to damages.
A waiver of any breach of the Contract shall not be held to be a continuing waiver
or a waiver of any other or subsequent breach.
3-13.2.1 Non-Complying Work
Neither the final payment nor any provision in the Contract Documents, nor
partial or entire occupancy of the premises by the City, nor recordation of Notice
of Completion by City shall constitute an acceptance of work not done in
accordance with the Contract Documents or relieve the Contractor of liability in
respect to any express warranties or responsibility for faulty materials or
workmanship.
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR
5-3.2.1 Labor Laws
Labor Code Concerning Forfeiture for Worker Required to Work Excess Hours
As provided in Section 1810 of the Labor Code, eight (8) hours shall constitute a
legal day's work, and as required by Section 1813 of the Labor Code, the
Contractor shall, as a penalty, forfeit to the City twenty-five dollars ($25.00) for
each worker employed in the execution of the Contract by the Contractor or by
any subcontractor for each calendar day during which such worker is required or
permitted to work more than eight (8) hours in any one calendar day or 40 hours
in any one calendar week.
Exception: Pursuant to Labor Code Section 1815, work performed by employees
of the Contractor and subcontractors in excess of eight (8) hours per day or 40
hours during any one week shall be permitted upon compensation for all hours
worked in excess of eight (8) hours per day at not less than 1 1/2 times the basic
rate of pay.
Labor Code Concerning Forfeiture for Paying Less than Prevailing Wage Rate
The Contractor shall comply with all updates of the prevailing wage rates
pursuant to Section 1775 of the Labor Code. In accordance with Section 1775
and subsequent amendments of the Labor Code, the Contractor shall forfeit as a
penalty to the City of Moorpark, not more than $50.00 for each calendar day or
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portion thereof, for each worker paid less than the stipulated prevailing rates for
such work or craft in which such worker is employed for any work done under the
Contract by the Contractor or by any subcontractor in violation of the provisions
of said resolution. In addition to said penalty and pursuant to the said Section
1775 and subsequent amendments, the difference between the stipulated
prevailing wage rates and the amount paid to each worker for each calendar day
or portion thereof for which each worker was paid less than the stipulated
prevailing wage rate shall be paid to each worker by the Contractor. Any sums
forfeited under the provisions of this section will be deducted from the payments
under this Contract by the City of Moorpark.
Attention is directed to Section 1735 of the Labor Code, which reads as follows:
Neither the Contractor, nor any subcontractor under the Contractor, shall
discriminate in employment of persons upon the work because of race,
religious creed, color, national origin, ancestry, physical disability, mental
disability, medical condition, genetic information, marital status, sex,
gender, gender identity, gender expression, age, sexual orientation, or
military and veteran status of such person; or any other basis protected by
applicable federal, state, or local law, except as provided in Section 12940
of the Government Code. The Contractor shall have responsibility for
compliance with this Section, if applicable [Labor Code Section 1735].
Attention is directed to Sections 1101 and 1102 of the Labor Code which prohibit
discrimination in employment based on sexual orientation, except as provided in
Section 1102.1 of the Labor Code.
Attention is also directed to the requirements of the California Fair Employment
and Housing Act (Government Code Sections 12900 through 12996 - Stat. 1980,
Chapter 992), to the regulations promulgated by the Fair Employment and
Housing Commission to implement said Act, and to the nondiscrimination,
affirmative action and equal employment opportunity requirements of these
Specifications.
The Contractor or subcontractor shall comply with the Copeland "Anti-Kick Back"
Act (18 U.S.C. 874) as supplemented in the Department of Labor regulations (29
CFR, Part 3). This act provides that each contractor or subcontractor shall not
induce, by any means, any person employed in the construction, completion, or
repair of public works, to give up any part of the compensation due that person.
Any suspected or reported violation will be reported to the appropriate Federal
Agency for proper action.
Attention is directed to the provisions in Sections 1777.5 and 1777.6 of the Labor
Code concerning the employment of apprentices by the Contractor or any
subcontractor.
The Contractor shall comply with the General Prevailing Wage determination
made by the Director of Industrial Relations, pursuant to California Labor Code,
Division 2, Part 7, Chapter 1, Article 2.
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Section 1777.5 requires the Contractor and subcontractors employing tradesmen
in any apprenticeable occupation to apply to the joint apprenticeship committee
nearest the site of the public works project and which committee administers the
apprenticeship program in that trade for a certificate of approval. The certificate
will also fix the hourly non-overtime ratio of apprentices to journeymen that will be
used in the performance of the Contract; except for Land Surveyors in which
case the ratio shall be not less than one apprentice for each five journeyman.
The hourly non-overtime ratio of apprentices to journeymen in such cases shall
not be less than one to five, if practicable, except:
a) When unemployment in the area of coverage by the joint apprenticeship
committee has exceeded an average of 15 percent in the 90 days prior to
the request for certificate; or
b) When the number of apprentices in training in the area exceeds a ratio of
one to five; or
c) When the trade can show that it is replacing at least 1/30th of its
membership through apprenticeship training on an annual basis state-wide
or locally; or
d) If assignment of an apprentice to any work performed under a public works
contract would create a condition which would jeopardize his/her life or the
life, safety or property of fellow employees or the public at large, or if the
specific task to which the apprentice is to be assigned is of such a nature
that training cannot be provided by a journeyman; or
e) Contracts of general contractors or specialty contractors not bidding for
work through a general or prime contractor when the contracts involve less
than thirty-thousand dollars ($30,000) or twenty (20) working days.
The Contractor is required to make contributions to funds established for the
administration of apprenticeship programs if the Contractor employs registered
apprentices or journeymen in any apprenticeable trade on the Contract and if
subcontractors on the public works site are making such contributions.
Information relative to apprenticeship standards, wage schedules, and other
requirements may be obtained from the Director of Industrial Relations,
Administrator of Apprenticeship, San Francisco, California, or from the Division
of Apprenticeship Standards and its branch offices.
5-3.3.1 Payroll Documentation
The Contractor's attention is directed to the following provisions of Labor Code
Section 1776. The Contractor shall be responsible for compliance with these
provisions, including compliance by subcontractors.
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(a) Each Contractor and subcontractor shall keep an accurate payroll record,
showing the name, address, social security number, work classification, and
straight time and overtime hours worked each day and week, and the actual
per diem wages paid to each journeyman, apprentice, worker, or other
employee employed in connection with the public work.
(b) The payroll records required under subsection (a) shall be certified and shall
be available for inspection at all reasonable hours at the principal office of
the Contractor on the following basis:
(1) A certified copy of an employee's payroll record shall be made available
for inspection or furnished to such employee or authorized representative
on request.
(2) A certified copy of all payroll records required in subsection (a) shall be
made available for inspection or furnished upon request to a
representative of the City, the Division of Labor Standards Enforcement
and the Division of Apprenticeship Standards of the Department of
Industrial Relations.
(3) A certified copy of all payroll records required in subsection (a) or copies
thereof shall be made available upon request to the public for inspection.
However, a request by the public shall be made through either the City,
the Division of Apprenticeship Standards, or the Division of Labor
Standards Enforcement. If the requested payroll records have not been
provided pursuant to paragraph (2), the requesting party shall, prior to
being provided the records, reimburse the Contractor, subcontractor, or
the entity through which the request was made the costs of preparation
of the requested documents. The public shall not be given access to
such records at the principal office of the Contractor.
(c) The certified payroll records shall be on forms provided by the Division of
Labor Standards Enforcement or shall contain the sample information as the
forms provided by the Division.
(d) Each Contractor shall file a certified copy of the records required in
subsection (a) with the entity that requested such records within 10 days
after receipt of a written request.
(e) Any copy of records made available for inspection and furnished upon
request to the public or any public agency by the City, the Division of
Apprenticeship Standards or the Division of Labor Standards Enforcement
shall be marked or obliterated in such a manner as to prevent disclosure of
an individual's name, address and social security number. The name and
address of the Contractor awarded the Contract or performing the Contract
shall not be marked or obliterated.
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(f) The Contractor shall inform the City of the location of the records required
under subsection (a), including the street address, city and county, and shall,
within five working days, provide the City a notice of a change of location and
address.
(g) In the event of noncompliance with the requirements of this section, the
Contractor shall have ten (10) calendar days in which to comply with this
section. Should noncompliance still exist after such 10-day period, the
Contractor shall, as a penalty to the state or political subdivision on whose
behalf the Contract is made or awarded, forfeit twenty-five dollars ($25) for
each calendar day, or portion thereof, for each worker, until strict compliance
is effectuated. Upon the request of the Division of Apprenticeship Standards
or the Division of Labor Standards Enforcement, these penalties shall be
withheld from progress payments then due
SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-4 DELAYS AND EXTENSIONS OF TIME
6-4.1.1 Work Delays
If the Contractor is obstructed or delayed in the work required to be done
hereunder by changes in the work or by any default, act, or omission of the City
or by strikes, fire, earthquake, or any other act of God, or by the inability to obtain
materials, equipment, or labor due to Federal Government restrictions arising out
of defense or war programs, then the time of completion may, at the City's sole
option, be extended for such periods as may be agreed upon by the City and the
Contractor.
6-6 SUSPENSION OF THE WORK
6-6.3 Temporary Suspension of Work
If suspension of work is ordered by reason of the failure of the Contractor to carry
out orders or to perform any provisions of the Contract, or by reason of weather
conditions being unsuitable for performing any items of work at Contractor's
expense, shall do all the work necessary to provide a safe, smooth, and
unobstructed passageway through construction for use by public traffic during the
period of such suspension. In the event that the Contractor fails to perform the
work above specified, the City will perform such work and the cost thereof will be
deducted from monies due or to become due the Contractor.
If the Engineer orders a suspension of all of the work or a portion of the work,
due to unsuitable weather or to such other conditions as are considered
unfavorable to the suitable prosecution of the work, the days on which the
suspension is in effect shall not be considered working days.
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If a portion of work at the time of such suspension is not a current controlling
operation or operations, but subsequently does become the current controlling
operation or operations, the determination of working days will be made on the
basis of the then current controlling operation or operations.
If a suspension of work is ordered by the Engineer due to the failure on the part
of the Contractor to carry out orders given or to perform any provision of the
Contract, the days on which the suspension order is in effect shall be considered
working days if such days are working days.
SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT
7-3.1.1 Final Payment
All measurements and payments shall be in accordance with the provisions of
Section 9 of the SSPWC, "Measurement and Payment." The items of work for
the project are shown in the Proposal and consist of unit price and lump sum
items for payment. It is the intent of these specifications that the cost of all work
shown or specified on the plans, but not specifically included in a unit price or
lump sum item, shall be considered as being included in the amounts bid for the
various items in the Proposal.
7-6 TERMINATION OF CITY LIABILITY
Prior to receiving final payment, the Contractor shall execute a "Release on Contract"
form which shall operate as, and shall be, a release of the City, the City Council and
each member of the Council and their agents, from all claims and liability to the
Contractor for anything done or furnished for, or relating to, the work or for any act of
neglect of the City or of any person relating to or affecting the work, except the claim
against the City for the remainder, if there be any, of the amounts kept or retained as
provided in sub-section 9-3.2 of the SSPWC "Partial and Final Payment", and except for
any unsettled claims listed on said form which have been filed in compliance with the
requirements for making claims. A payment of $1.00 will be made to the Contractor for
executing this document.
7-7 AFFIDAVIT OF PAYMENT
Another requirement prior to receiving the final payment is that the Contractor shall file
with the City Engineer the completed attached affidavit sworn to before a Notary Public
stating that all workers and persons employed, all firms supplying materials and all
subcontractors upon the project, have been paid in full, and that there are no bills
outstanding against the project for either labor or materials except certain items, if any,
to be set forth in such affidavit, covering disputed claims or items in connection with
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which Notices to Withhold have been filed under the provisions of the Code of Civil
Procedure. The filing of such notarized affidavit by the Contractor is required before the
City makes final payment on the Contract.
SECTION 402 - UTILITIES
402-7 SCOPE OF WORK
Work shall conform to the provisions in Section 5 of the SSPWC. Manhole covers,
water valve covers and grates of existing facilities will be adjusted to grade by the
respective utility companies if such facilities are not included in the Contract. The
Contractor shall cover grates with material suitable for preventing any paving material
from passing through the grate. The Contractor shall mark the location of all existing
covers by inscribing a cross in the new pavement or overlay. The cross mark shall be
clear and legible after final rolling.
The Contractor shall remove extraneous material from the interior and exterior of
manholes, valve boxes, storm drains, gutters or other facilities. Covers which are
partially exposed shall be cleaned to the satisfaction of the Engineer.
Immediately prior to placing asphalt emulsion, the Contractor shall wrap all utility covers
in a 3 mm plastic bag. The Contractor shall take care not to allow asphalt emulsion to
run onto the covers. Diesel fuel application to the covers will not be allowed.
The Contractor shall contact the respective utility companies and other agencies listed
below 48 hours prior to starting any work on each road by which those companies are
affected.
To make sure that all utility companies are aware of the proposed work, the Contractor
shall notify the Underground Service Alert Office (South USA) by calling
1-800-422-4133 at least two working days prior to the start of any resurfacing work.
If the Contractor, while performing work pursuant to the Contract, discovers utility
facilities not identified correctly or omitted in the Plans or Specifications by the City, the
Contractor shall immediately notify the City and utility owner in writing.
Payment for costs incurred in protecting utility vaults, manholes, valve boxes, removal
of all USA markings, including the requirements pursuant to this section, shall be
included in the prices bid for other items of work and no additional compensation will be
allowed therefore.
UTILITY/AGENCIES TELEPHONE CONTACT LIST
CITY ENGINEER
(805) 517-6256
MED TRANS AMBULANCE
(805) 495-4666
TIME-WARNER
(805) 526-3186
PACIFIC BELL
(805) 583-6640
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CITY POLICE DEPARTMENT
(805) 532-2700
CALIFORNIA HIGHWAY PATROL
(805) 654-4710 (4571)
VENTURA COUNTY SHERIFF
(805) 527-6611 & 494-8200
MOORPARK TRANSIT DIVISION
(805) 517-6257
VENTURA COUNTY WATERWORKS
DISTRICT NO. 1
(805) 378-3000
CALLEGUAS MUNICIPAL WATER
DISTRICT
(805) 526-9323
SO. CALIFORNIA EDISON COMPANY
(805) 494-7066
THE GAS COMPANY
(800) 520-2059
SUNESYS
(951) 500-0307
EQUILON CORPORATION
(310) 816-2053
TOSCO
(805) 525-6312
UNDERGROUND SERVICE ALERT
1-800-422-4133
UNION PACIFIC RAILROAD CO.
(800) 336-9193
MOORPARK UNIFIED SCHOOL
DISTRICT
(805) 378-6300
VENTURA COUNTY FIRE PROTECTION
DISTRICT
(805) 398-9738
U.S. POST OFFICE
(805) 275-7777
WASTE MANAGEMENT
(805) 522-9400
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CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
SPECIAL PROVISIONS
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
SPECIFICATION NO. MPK 21-03
FEDERAL AID NO. HSIPL-5436(018)
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SECTION 900
SPECIAL CONDITIONS
(Not a Bid Item)
900-1 STANDARD SPECIFICATIONS
As indicated in Subsection 0-1, the Standard Specifications for Public Works
Construction (SSPWC), along with the modifications thereto have been established as
the Standard Specifications by the Engineering Division of the Public Works
Department. These specifications will prevail as the basic Standard Specifications for
this project except, as otherwise specifically noted in the Special Provisions when
reference is made to the State Standard Specifications. The State Standard
Specifications is that document issued by the State of California, Department of
Transportation, titled Standard Specifications, 2018, referred to herein as the State
Standard Specifications, or the SSS.
When references have been made to the SSS, it is for the purpose of utilizing that
specifications' traffic and safety provisions as indicated elsewhere herein.
Where required by these Special Provisions, work shall conform to the requirements of
the SSS, except that when reference is made to other sections of the City's Standard
Specifications, all references to "State" shall mean the City. The SSS measurement
and payment clauses are not included.
Appendices A through I, attached hereto, are considered a part of these Special
Provisions.
900-2 INVESTIGATION OF SITE CONDITIONS
Bidders are urged to visit the work site to conduct their own investigations as to the
existing conditions affecting the Work to be accomplished under these specifications. If
the bidder chooses not to visit the site or conduct investigations, the bidder will
nevertheless be charged with the knowledge of conditions which reasonable inspection
and investigation would have disclosed.
900-3 AWARD OF CONTRACT
A construction contract will be awarded to the lowest responsive and responsible bidder
for the sum total of Schedules A and B. However, the City reserves the right to award
or not to award.
900-4 START OF CONSTRUCTION
The Notice to Proceed will be issued upon awarding a construction contract and receipt
of the necessary bonds and insurance certificates. The necessary bonds and insurance
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certificates shall be submitted to the City within 10 days of the award of contract. Prior
to issuing the Notice to Proceed, but subsequent to receiving the submittals of
Subsection 901-3, a pre-construction conference will be undertaken. The date of the
Notice to Proceed constitutes the start of construction, which date will be the first
chargeable working date of the contract.
900-5 TIME OF COMPLETION
The Contractor shall complete the work including punch list items (if applicable) within
375 working days from the date of the written Notice to Proceed. The issuance of the
Notice to Proceed constitutes the Contractor's authority to enter upon the work site and
begin operations. A no fee Encroachment Permit shall be obtained by the Contractor
from the City.
900-6 WORKING HOURS & WORKING DAYS
Except for work at signalized intersections, and as noted elsewhere in these Special
Provisions, construction working hours shall be limited to the hours between 8:30 a.m.
and 4:30 p.m. Monday through Friday, unless otherwise approved by the City Engineer
in writing.
Lane closures at signalized intersections and within 200 feet of a signalized intersection
shall be limited to the hours between 9:00 a.m. and 3:00 p.m., except as otherwise
indicated in Section 903, "Traffic Control, Construction Signing and Traffic
Maintenance," of these Special Provisions.
Any overtime for construction survey, geotechnical/testing services, and inspection by
City staff, outside of the 8:30 a.m. to 4:30 p.m. hours Monday through Friday, and any
work on Saturdays, Sundays, and Holidays, shall be paid for by the Contractor, and
such costs will be deducted from the progress payments to the Contractor. The City
may, at its discretion, provide geotechnical/testing and inspection services on Saturdays
at no cost to the Contractor. The Contractor shall provide at least forty-eight-hour
notification for all overtime work requests.
The following days are recognized as holidays by the City:
1. January 1st (New Year’s Day)
2. 3rd Monday in January (Martin Luther King, Jr. Day)
3. 3rd Monday in February (President’s Day)
4. Last Friday in March (Cesar Chavez Day)
5. Last Monday in May (Memorial Day)
6. July 4th (Independence Day)
7. 1st Monday in September (Labor Day)
8. November 11th (Veteran’s Day)
9. Last Thursday in November (Thanksgiving Day)
10. Last Friday in November (Day after Thanksgiving)
11. December 25th (Christmas Day)
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When any of the above listed holidays falls on Sunday, the holiday shall be observed on
the following Monday. Whenever any holiday falls on a Saturday, the holiday shall be
observed on the preceding Friday.
900-7 FAILED TESTS
All retesting of failed materials, field compaction tests, and standby charges for such
services will be accomplished at the Contractor's expense. The cost for all retesting
and standby charges will be deducted from the progress payments to the Contractor.
The Contractor shall provide at least forty-eight (48) hours notification for the need of
compaction and materials testing.
900-8 EXTRA WORK MARKUP
(a) Work by Contractor. The following percentage shall be added to the
Contractor’s costs and shall constitute the markup for all overhead and
profits, and all other cost not specifically provided for:
(1)
Labor ...............................................................20%
(2)
Materials .........................................................15%
(3)
Equipment Rental ...........................................15%
(4)
Other Items and Expenditures ........................15%
To the sum of the cost and markups provided for in this section, 1 percent
shall be added as compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is
performed by a Subcontractor, the markup established in 900-8 (a) shall
be applied to the Subcontractor’s actual cost of such work. A markup of
10% on the first $5,000 of the subcontracted portion of the extra work and
a markup of 5% on work in excess of $5,000 of the subcontracted portion
of the extra work may be added by the Contractor.
900-9 PROMPT PROGRESS 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 Sections 10262 and 10262.5 of
the Public Contract Code and Section 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 Section 7108.5 shall subject the violating contractor or
subcontractor to the penalties, sanctions, 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 contractor, deficient subcontractor
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performance, and/or noncompliance by a subcontractor. This clause applies to both
DBE and non-DBE subcontractors.
900-9.1 Prompt Payment of Withheld Funds to Sub-Contractors
The agency shall hold retainage from the prime contractor and shall make
prompt and regular incremental acceptances of portions, as determined by the
agency of the contract work and pay retainage to the prime contractor based on
these acceptances. The prime contractor or subcontractor shall return all monies
withheld in retention from all subcontractors within seven (7) days for
construction contracts and fifteen (15) days for consultant contracts after
receiving payment for work satisfactorily completed and accepted including
incremental acceptances of portions of the contract work by the agency. Any
delay or postponement of payment may take place only for good cause and with
the agency’s prior written approval. Any violation of these provisions shall subject
the violating prime contractor or subcontractor to the penalties, sanctions, and
other remedies specified in Section 7108.5 of the California Business and
Professions Code and Section 10262 of the California Public Contract Code for
construction contracts, and Section 3321 of the California Civil Code for
consultant contracts. 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 contractor; deficient subcontractor performance and/or
noncompliance by a subcontractor. This clause applies to both DBE and non-
DBE subcontractors.
900-10 BUY AMERICA
Furnish steel and iron materials to be incorporated into the work with certificates of
compliance. Steel and iron materials must be produced in the U.S. 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, materials produced outside the
U.S. 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.
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900-11 MEASUREMENT AND PAYMENT
No separate payment will be made for work performed or for compliance with the
requirements out lined in this Section, “Special Conditions.”
Full compensation for such work and features shall be considered as included in the
contract unit or lump sum prices bid for other applicable items of work, and no additional
compensation will be allowed therefore.
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SECTION 901
SPECIAL CONSTRUCTION REQUIREMENTS
(Not a Bid Item)
901-1 PERMITS
901-1.1 City Encroachment Permit:
The Contractor is required to obtain a no-fee Encroachment Permit from the City
prior to commencing any construction.
901-1.2 State of California Department of Transportation Encroachment
Permit
The Contractor is required to obtain a Double Encroachment Permit from the
State of California Department of Transportation prior to commencing any
construction within State right-of-way. Refer to Section 902.
901-1.3 County of Ventura Public Works Agency Watershed Protection
Agency Encroachment Permit
The Contractor is required to obtain an Encroachment Permit from County of
Ventura Public Works Agency Watershed Protection Agency prior to
commencing any construction within County property and right-of-way. Refer to
Section 902.
901-2 MOBILIZATION
Mobilization shall consist of preparatory work and operations including, but not limited
to, those necessary for the movement of personnel, equipment, materials, supplies, and
incidentals to the project sites, and for all other work operations which must be
performed, or costs incurred, prior to beginning work on the various contract items on
the project sites. Refer to Section 902.
901-3 CONSTRUCTION SCHEDULE AND TRAFFIC CONTROL PLAN
One week prior to the Pre-Construction Conference, the Contractor shall submit to the
Engineer for review: 1) a project Construction Schedule in accordance with the SSPWC
Subsection 6-1, "Construction Schedule and Commencement of Work," 2) Traffic
Control Plan addressing the requirements of Section 903, "Traffic Control, Construction
Signing and Traffic Maintenance," 3) a Stormwater Pollution Control Plan (SWPCP)
addressing the requirements of Section 905, of these Special Provisions, for the
affected project sites, and 4) hauling routes of pavement materials.
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The Contractor's sequence and scheduling of construction shall provide for on-street
parking within one hundred and fifty feet of any residence or business, unless otherwise
authorized in writing by the City Engineer.
Any revisions to the originally approved Construction Schedule must be approved by
the Engineer, in writing, at least three working days prior to any construction.
901-4 CONSTRUCTION SEQUENCE
The Contractor shall phase his/her construction operations such that the cold milling
operation is a maximum of three working days ahead of the rubberized asphalt concrete
overlay. All operations shall proceed in the direction of travel.
The contractor shall submit his/her construction schedule to reflect the phasing based
on providing for on-street parking within 150 feet of any residence or business, unless
authorized by the City Engineer. The schedule must be approved by the Engineer in
writing prior to the commencement of cold milling operations.
901-5 NOTICE TO AREA PROPERTY OWNERS/BUSINESS OWNERS/
RESIDENTS
In residential and business areas, the Contractor shall give written notice to all adjacent
residents and businesses as applicable at least four (4) workdays prior to restricting
driveway access or starting any work. The written Notice shall be approved by the
Engineer and shall be a “door hanger,” or similar, style. The Notice shall describe the
impending work and shall identify dates and the stages of work. The Notice shall
include a contact number for the Contractor’s on-site job superintendent. See Appendix
C.
Special consideration shall be given to multi-family complexes and other high density
uses and businesses. Provisions shall be made for the urgent needs of property
owners/business owners/residents for medical, fire, and police services.
901-6 CONSTRUCTION SURVEYING
The Contractor shall provide all necessary construction surveying in accordance with
the SSPWC Section 3-10, "Surveying" and Section 904, “Surveying and Construction
Staking.” The Contractor shall bear all costs for restaking or remarking. The Contractor
shall provide at least forty-eight hours notification for the need of survey services.
The locations and limits of removal and construction of miscellaneous concrete and
asphalt concrete facilities will be staked or marked by the Contractor and verified by the
Engineer in the field.
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901-7 COORDINATION OF WORK
The Contractor shall coordinate the work with all respective utility companies for any
related relocations and/or construction work. The contractor shall also coordinate the
work with the U.S. Post Office at (805) 275-7777, Moorpark Unified School District at
(805) 378-6300, Ventura County Fire Department at (805) 578-2980, Moorpark Police
Department (805) 532-2700, and Waste Management at (805) 522-9400.
The Contractor shall make every effort to eliminate or minimize any impacts on U.S.
Post Office, Moorpark Police Department, Ventura County Fire Department, and school
traffic.
The Contractor shall coordinate the work with the City’s Landscaping Inspector for
temporary shutting off the irrigation systems by notifying at least two (2) full working
days prior to the work.
The Contractor shall coordinate the work so that placement of slurry seal does not occur
on a trash pick-up day.
901-8 REMOVAL OF MATERIALS
All materials which are to be disposed of, including but not limited to, saw-cut concrete
and asphalt concrete pavement, asphalt grindings, pavement fabric, miscellaneous
concrete, and excess excavated earth and base material and other extraneous
materials and debris, shall be removed immediately from the construction site. No
overnight storage of materials or debris will be allowed in the street or surrounding
areas. All surplus and extraneous materials and debris shall be disposed of by the
Contractor at an approved landfill or disposal site at the Contractor's expense.
901-9 EQUIPMENT AND MATERIALS STORAGE
The Contractor shall arrange and maintain a secure storage site(s) for all equipment
and materials. All equipment and unused materials shall be returned to this site(s) at
the end of each work day. The Contractor shall submit a route plan for the delivery of
materials to both the job and storage sites at least three (3) working days before
commencing work. Construction equipment, vehicles and materials shall not be placed
or parked in front of or within shopping center and other business establishments. No
overnight storage of materials or equipment will be allowed in the street or surrounding
areas
901-10 WORK BEYOND PUBLIC RIGHT-OF-WAY
Subsection 2-3, "Right-of-Way", of the SSPWC is hereby deleted, and replaced as
follows:
All improvements proposed to be constructed for this project, per the Plans, are
physically located within the public street rights-of-way with the exception of any
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restoration of landscape planting and irrigation system improvements disturbed during
construction and the matching of existing onsite improvements at driveways. Should
the Contractor, however, require or desire temporary work areas and facilities beyond
and outside of the public street rights-of-way, the Contractor shall make arrangements,
pay for, and assume all responsibility for acquiring, using, disposing, and restoring of
temporary work areas and facilities. The Contractor shall indemnify and hold the City
harmless from all claims for damages caused by such actions.
901-11 PROTECTION OF EXISTING IMPROVEMENTS
During construction of the proposed improvements, extreme care shall be exercised to
protect existing public and private property improvements, such as concrete and block
walls, hardscape, fences, walks, brick planters, curbs, valves, asphalt, irrigation lines,
landscaping, garden lights, utility meters, drainage structures, posts, signs, garden
walls, mailboxes, etc., unless otherwise identified in these Special Provisions, or shown
on the Plans for relocation/removal/ reconstruction by the Contractor. The protection of
existing improvements in place may require shoring and/or bracing depending upon the
condition of the facilities. Repair and/or replacement of any facilities damaged and/or
removed by the Contractor, that is to remain, shall be at the expense of the Contractor.
No markings will be allowed on existing cross-gutters, spandrels, curb/gutters, and
sidewalks. All USA and other markings shall be removed by the Contractor.
901-12 DUST AND NOISE CONTROL
The Contractor shall provide the means to prevent dust, grit, excessive noise and other
waste products from becoming a nuisance in and around the working areas. The
Contractor shall take such steps, with the approval of the Engineer, to reduce or
eliminate such nuisance. The Contractor is required to control dust during the entire
contract period, including holidays and weekends.
If the Contractor fails to control dust in accordance with these contract specifications,
the City reserves the right to hire another contractor or agency to perform such work on
a "force account" basis. The total cost for performing this work will be deducted from
the total price of this Contract.
901-13 SURVEY MONUMENT TIES ADJUSTMENTS
The Contractor shall locate, protect and save any and all survey monuments and ties
that will be, or may be damaged or destroyed by the Contractor's operation. All existing
nails and markers within the limits of sidewalks, curbs, curb/gutters, curb ramps and
streets shall be tied down by the City's Contract Surveyor prior to such removals for
subsequent adjustment and/or installation. Where a survey monument and/or property
corner tie will be removed due to this construction, the Contractor shall save the
monuments, markers, and appurtenances. The reinstallation of the actual monuments
and/or property corners will be accomplished by the City's Contract Surveyor. A forty-
eight hour notification to the City is required before removal of a survey monument tie.
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901-14 MAINTENANCE OF EXISTING DRAINAGE SYSTEM
The Contractor shall maintain the existing drainage system within the streets and the
adjacent, affected private property during the entire duration of the construction. This
item shall include applicable erosion control.
901-15 SUBMITTALS
Section 3-8, "Submittals," is hereby supplemented as follows:
Submittals (as applicable) shall consist of mix design and pre-testing of asphalt
concrete, asphalt rubber hot mix, aggregate base, Portland Cement Concrete, material
certification for tack coat, crack sealant, and pavement fabric. Tests will largely be
performed in accordance with the City’s adopted Quality Assurance Program “QAP”
(see Appendix “G”). The City will undertake plant inspections and testing of special
items such as asphalt concrete and aggregate base.
Three weeks prior to the use of any material, the Contractor shall provide written
certifications, shop drawings, and mix designs of all materials to be incorporated in the
work. The Contractor shall not deliver any or use such materials prior to the approval of
the Engineer in writing.
901-16 PROGRESS PAYMENTS
The Contractor, or its designated representative, shall sign a monthly quantity payment
sheet of completed work in order to expeditiously process monthly progress payments.
901-17 WATER FOR CONSTRUCTION
Water for construction purposes, as required by these specifications, may be obtained
from the Ventura County Water Works District No. 1, (805) 378-3000. The Contractor
shall make all arrangements to obtain and transport the water, and shall, at his own
expense, furnish and install all necessary metering, piping and fittings. All costs
associated with water for construction shall be borne by the Contractor.
901-18 MEASUREMENT AND PAYMENT
No separate payment will be made for any other work or other features as required and
outlined in this Section, "Special Construction Requirements". Full compensation for all
other work and features shall be considered as included in the contract unit or lump sum
prices bid for other applicable items of work, and no additional compensation will be
allowed therefore.
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SECTION 902
MOBILIZATION
(Bid Item No. 1A)
902-1 MOBILIZATION
Mobilization shall consist of preparatory work and operations including, but not limited
to, those necessary for the storage and movement of personnel, equipment, materials,
supplies, and incidentals to the project sites, and for all other work operations which
must be performed, or costs incurred (including bonds and insurance), prior to
beginning work on the various contract items on the project sites.
The Contractor shall submit two copies of a video documentation, on DVD, of the jobsite
prior to the start of construction, for the purpose of providing a record of existing
conditions. The video shall provide a view encompassing the entire project with
sufficient clarity and scope that will satisfy the Engineer.
The video should include and confirm utility markings prior to excavation. The
Contractor shall submit the video with a written log stating any defects or irregularities in
the existing improvements along the proposed improvements and project site. The log
shall include the location, date, and time the video was made. Upon acceptance by the
Engineer, the video (DVD) and logs shall become the property of the City. The video
shall include existing landscaping to be removed and reinstalled during construction
902-2 PERMIT FEES
The following permitting and agency fees shall be included in the cost of Mobilization.
902-2.1 City Encroachment Permit:
The Contractor is required to obtain a no-fee Encroachment Permit from the City
prior to commencing any construction within City right-of-way.
902-2.2 State of California Department of Transportation Encroachment
Permit
The Contractor is required to pay for and obtain a Double Encroachment Permit
from the State of California Department of Transportation prior to commencing
any construction within State right-of-way. The City has obtained an approved
Encroachment Permit from the State. The State (Caltrans) Encroachment Permit
No. is 07-18-N-MC-2457 and the Double Permit Fee is $8,364.00.
902-2.3 County of Ventura Public Works Agency Watershed Protection
Agency Encroachment Permit
The Contractor is required to pay for and obtain an Encroachment Permit from
County of Ventura Public Works Agency Watershed Protection Agency prior to
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commencing any construction within County property and right-of-way. The City
has processed an Encroachment Permit application with the County and is ready
for issuance. The County Watershed Protection District Encroachment Permit
No. is 2021016, County Project No. is 8D100, Permit Fee and Deposit is
$2,000.00.
902-3 MEASUREMENT AND PAYMENT
Payment for this item will be made on the lump sum basis as identified within the Bid
Proposal form. No separate payment will be made for any other work or other features
as required and outlined in the Section, "Special Construction Requirements". Full
compensation for all other work and features shall be considered as included in the
contract unit or lump sum prices bid for other applicable items of work, and no additional
compensation will be allowed therefore.
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SECTION 903
TRAFFIC CONTROL, CONSTRUCTION SIGNING
AND TRAFFIC MAINTENANCE
(Bid Item Nos. 2A)
903-1 GENERAL
Traffic control, construction signing and traffic maintenance shall consist of all traffic
control involved in the Contractor's operations as required by these Specifications.
Traffic control shall be in accordance with the most recent revision of the Caltrans
"Manual of Traffic Controls for Construction and Maintenance Work Zones" and
“Standard Plans” and the SSS Subsections 7-1.03, "Public Convenience," 7-1.04,
"Public Safety," and Section 12, "Temporary Traffic Control." Nothing in these
Specifications shall be construed as relieving the Contractor from his/her responsibility
as provided in the SSS Subsection 7-1.04. All measurement and payment clauses of
the SSS are hereby deleted and modified herein.
903-2 CONSTRUCTION - TRAFFIC CONTROL DEVICES
Construction signing shall consist of furnishing, installing, maintaining and removing
construction signs, barricades, and arrow boards in accordance with the most recent
version of the Caltrans Manual of Traffic Controls and Standard Plans. The traffic
control system shall be installed prior to starting work at each location and shall not be
removed until all work has been completed. The Contractor shall post and maintain all
necessary construction signs and flaggers.
The Contractor, where directed and as approved by the Engineer, shall furnish and
place temporary "No Parking" signs, 12 inches x 18 inches minimum size, along the
affected streets, at a spacing not exceeding 50 feet. The signs shall be placed two
working days in advance of any work. The signs shall include the day and the time
during which parking will not be permitted. These signs shall be posted on laths only.
Trees, mailboxes, utility posts, etc., shall not be used. The Contractor shall remove
these signs immediately when they are no longer needed.
The Contractor shall furnish, erect, maintain and remove when no longer necessary
traffic control devices including fences and barriers, when and where it may be
necessary to do so, in order to give adequate warning to the public of conditions
resulting from the Contractor's operations and to guide traffic through or around the
construction area. If the Contractor's operations interfere with existing traffic, and
regulatory measures and traffic control devices are not adequate to safely control traffic,
or if the nature of the work requires additional control, the Contractor shall provide
experienced flaggers to perform the function of traffic control. While on duty, flaggers
shall be properly attired and equipped. If in the opinion of the City Engineer, the
Contractor fails to adequately control the flow of traffic, the City Police will be engaged
to safely direct the vehicular traffic. Such added cost will be at the expense of the
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Contractor. In addition, if an intersection is blocked causing unnecessary congestion,
the Contractor may be liable for a fine of $1,000 for each incident.
The Contractor shall place and maintain barricades at each end of and along an
excavation, obstruction, or other restrictive condition and at distances of not more than
fifty feet apart along the length thereof. In addition, flashers or other approved warning
devices shall be placed at the same intervals/locations as the barricades and shall be
illuminated from sunset each day until sunrise of the following day.
903-3 SPECIAL TRAFFIC ADVISORY SIGNS
Project Advisory Signs
The Contractor shall furnish, install and maintain “Temporary Road Construction” signs
as shown in Appendix “D” for each street under construction. A total of four (4) such
signs shall be placed at locations to be determined by the Engineer. These signs shall
be in place seven (7) working days prior to the start of construction. The signs shall be
maintained for the duration of the project.
Business Entrance Advisory Signs
The Contractor shall furnish, install and maintain “Temporary Business Entrance” signs
as shown in Appendix “D” in the quantities appropriate for each business entrance
affected by the construction and as determined by the Engineer. The Contractor shall
maintain each sign, with each arrow properly oriented, until the business entrance is no
longer affected by the construction.
903-4 TRAFFIC MAINTENANCE
The Contractor shall provide a traffic control plan (TCP) for each street and submit it to
the Engineer for approval. The TCP shall show the locations of all traffic control
devices, address the movement of traffic, especially in intersections, and include the
flashing of traffic signals in red by City inspection staff during paving in intersection
areas. If prior approval of the City Engineer is received, standard traffic control
drawings from the Caltrans Manual of Traffic Controls or Standard Plans may be
substituted for engineered plans for typical locations and shall include written details
regarding the street segment affected and the hours of operation.
The Contractor shall cooperate with the Engineer relative to handling traffic through all
work areas, and shall make his/her own arrangements relative to keeping the working
area clear of parked vehicles, and in maintaining clear and continuous access to
adjacent properties.
The Contractor shall provide for controlled pedestrian crossings through the work area.
Crossings shall provide pedestrians the means of passing over or through the work
without tracking either tack coat or hot asphalt concrete, or endangering pedestrian
safety.
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Throughout the life of the project, safe, unobstructed and adequate pedestrian and
vehicular access shall be continuously provided and maintained to fire hydrants, bus
stops, and all affected property and all affected intersecting streets and driveways,
unless otherwise approved in advance on a specific location basis by the Engineer.
Care must be taken to comply with access requirements, for those access points that
serve as the sole access to one or more properties.
Where non-motorized (pedestrian, equestrian, or bicycle) facilities exist, they shall be
maintained in passable condition or other facilities shall be provided. Passage between
facilities at intersections shall likewise be provided. In areas of high volume non-
motorized traffic, such as shopping centers, the Contractor shall provide for controlled
pedestrian crossings through the work or schedule work to avoid peak non-motorized
volumes. Crossings shall provide for the existing non-motorized volumes. The
crossings shall provide a means of passing over or through the work without tracking
construction materials such as tack coat or hot asphalt concrete.
The Contractor's equipment, and personal vehicles of the Contractor's employees, shall
not be parked on the traveled way or on any section where traffic is restricted at any
time.
When material excavated for substructure construction is placed adjacent to the trench
or excavation, it shall be placed in such manner as to economize space and minimize
interference with traffic. If necessary, such material shall be confined by suitable
bulkheads or other devices. If the street is not of sufficient width to hold excavated
material without using part of an adjacent walkway, a passageway at least one-half the
width of such walkway shall be kept open at all times.
The Contractor shall cooperate with the Engineer in locating all traffic control devices
required. If the Contractor fails to promptly provide traffic control devices as required
under this Section, the City may, at its option, so provide them at the Contractor's
expense. The Contractor shall pay to the City, or the City may deduct, the cost of such
work from any moneys due the Contractor from the City.
903-5 PUBLIC RELATIONS, CONSTRUCTION PHASING, AND ACCESS
This project includes work in business and residential areas and it is imperative that
access to each driveway during construction is maintained per these Specifications.
The Contractor shall conduct his/her operations so as to minimize inconvenience to the
public vehicular traffic. The Contractor shall have under construction no greater amount
of work than is demonstrated that the Contractor can handle properly with due regard
for the rights of the public.
Project construction shall be phased to facilitate safe and efficient traffic flow, and to
maintain public relations and minimize the inconvenience to the public. In an effort to
meet this objective, the construction operations throughout the length of each street
segment on each schedule shall be performed to accommodate one lane (12 feet wide)
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with an experienced flagger on each end to control the flow of traffic to the satisfaction
of the Engineer.
903-6 ACCESS TO LOCAL RESIDENCES AND BUSINESSES
Access to adjacent streets and residential and business driveways must be considered
and respected at all times. Steps to accommodate the ingress and egress to these
adjacent properties must be implemented, especially during the morning and late
afternoon peak traffic periods. The required traffic control plan shall incorporate
provisions or steps for the accommodation of the access needs.
903-7 RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES
The Contractor shall at all times provide a minimum of one traffic lane. Experienced
flaggers, with radio communication devices, shall be provided at each end of the travel
lane, to coordinate alternating traffic flow in each direction.
The full width of the traveled way shall be open for use by the public on Saturday,
Sunday and any day designated by the City as a legal holiday; after 4:30 p.m. Friday,
after 4:30 p.m. on the day preceding a designated legal holiday; and on any working
day when construction operations are not actively in progress.
When a section of pavement has been completed, it shall, when ordered by the
Engineer, be opened for use by traffic.
903-8 MEASUREMENT AND PAYMENT
Measurement and payment for traffic control, construction signing, and traffic control
maintenance, including special traffic advisory signs, complete in place, will be made at
the contract lump sum price bid as shown in the Bid Schedule.
The above price and payment shall be considered as full compensation for furnishing all
labor, materials, equipment, tools, transportation and incidentals, and for doing all the
work involved and necessary for traffic control, construction signing and traffic control
maintenance, complete in place, including preparation of traffic control plans, notices,
signs, barricades, delineators, sign relocations and maintenance, flaggers, and auxiliary
police services, as specified in the SSPWC and these Special Provisions, and as
directed by the Engineer.
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SECTION 904
SURVEYING AND CONSTRUCTION STAKING
(Bid Item No. 3A)
904-1 CONSTRUCTION SURVEYING
Delete the first sentence of SSPWC Section 3-10.1. The Contractor shall provide all
necessary construction surveying in accordance with the SSPWC Section 3-10,
"Surveying". The Contractor shall bear all costs for survey staking and restaking or
remarking. The Contractor shall provide at least forty-eight hours notification for the
need of survey services.
904-2 SURVEY MONUMENT TIES ADJUSTMENTS
Delete the first sentence of SSPWC Section 3-10.1. The Contractor shall provide all
necessary construction surveying in accordance with the SSPWC Section 3-10,
"Surveying". The Contractor shall bear all costs for survey staking and restaking or
remarking. The Contractor shall provide at least forty-eight hours notification for the
need of survey services.
The Contractor shall locate, protect and save, any and all, survey monuments and ties
that will be, or may be damaged or destroyed by the Contractor's operation. All existing
nails and markers within the limits of sidewalks, curbs, curb/gutters, curb ramps and
streets shall be tied down by the City's Contract Surveyor prior to such removals for
subsequent adjustment and/or installation. Where a survey monument and/or property
corner tie will be removed due to this construction, the Contractor shall save the
monuments, markers, and appurtenances. The reinstallation of the actual monuments
and/or property corners will be accomplished by the Contractor’s Surveyor.
904-3 MEASUREMENT AND PAYMENT
Measurement and payment for this item of work will be completed on a percent
complete of the lump sum basis as provided on the Bid Proposal form and in
accordance with the contract documents. Full compensation for all other work and
features shall be considered as included in the contract unit or lump sum prices bid for
other applicable items of work, and no additional compensation will be allowed
therefore.
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SECTION 905
STORMWATER POLLUTION CONTROL
(Bid Item No. 4A)
905-1 GENERAL DESCRIPTION
The Contractor shall take all necessary steps during the project construction period to
prevent or reduce discharge of pollutants from the work sites to the City storm drain
system utilizing the following prevention measures:
Maintain clean work sites through good housekeeping measures and
regular clean-up and disposal of all debris, storage materials, saw-cut
slurry, waste, etc.
Eliminate discharge of sanitary water/septic waste to storm drain system
by providing convenient and well maintained facilities, and regular service
and disposal.
Manage and operate construction vehicles and equipment in a manner to
prevent leaks, spills, and waste.
Prevent and control the discharge of:
Soil Sediments
Concrete and mortar waste
Asphalt and bituminous materials
Chemicals from treated wood products
Paints, solvents, adhesives, and cleaning solutions
Soil, trimmings, and garden chemicals
Construction water from collecting and transporting pollutants
Saw-cut slurry materials
Prevent pollution of the storm drain system during import, export,
stockpiling, and spreading or grading of earthwork materials.
The Contractor shall exercise every reasonable precaution to protect
rivers and bays from pollution with fuels, oils, bitumens, calcium chloride,
and other harmful materials and shall conduct all operations so as to avoid
the mudding and silting of said rivers and bays.
Methods to keep pollutants and prohibited wastewaters from the rivers
and bays are referred to as Best Management Practices (BMPs). The
Contractor shall exercise all BMPs to keep pollutants and prohibited
wastewaters from rivers and bays.
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Effective erosion control devices are required during the rainy season,
October 15 though April 15, to control surface drainage. The Contractor
shall provide emergency, 24-hour contact information and telephone
numbers of responsible personnel.
The following runoff control measures shall be observed at all times during the course of
construction:
1. Sediment, construction waste, and other pollutants from construction sites
and parking areas shall be retained on the site to the maximum extent
practicable.
2. Any sediment or other materials which are not retained on the site shall be
removed within 24 hours.
3. Excavated soil shall be located on the site in a manner that minimizes the
amount of sediments transported into the street or adjoining properties.
Soil piles shall be covered until the soil is used or removed.
4. No washing of construction or other industrial vehicles shall be allowed at
or adjacent to the construction site. No water from the washing of vehicles
shall be allowed to run off into a storm drain system.
5. Stormwater pollution from concrete materials and wastes shall be
eliminated:
a. Washout of concrete trucks shall occur in designated site areas.
Do not wash concrete trucks where runoff might enter storm drains,
open ditches, streets, or streams;
b. Storing materials under cover, away from drainage rainfall or flow
paths;
c. Avoiding mixing excess amounts of concrete or cement on-site.
For more detailed information and specifications for stormwater pollution control at
construction sites, refer to document titled, "Stormwater Pollution Control Guidelines For
Construction Sites," which by reference forms a part of these Special Provisions and is
available at the Public Works counter.
To assure achieving the above requirements, a Stormwater Pollution Control Plan
(SWPCP) shall be submitted with the contract documents at least one week prior to the
Pre-Construction Conference for the Engineer's review. The SWPCP shall include the
Contractor’s proposed provisions for diverting and controlling water around the project
site, and the prevention of pollutant discharge as described herein.
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905-2 STORM WATER CONSTRUCTION PERMIT
Various applicable documents including but not limited to: Storm Water Pollution
Prevention Plan (SWPPP), Construction General Permit (CGP) or Stormwater
Construction Permit, Rain Event Action Plans (REAP) etc.
905-2.1 Storm Water Pollution Prevention Plan (SWPPP)
Prior to commencing work, the Contractor shall update the following on the
SWPPP:
Notice of Intent (NOI)
Risk Level Assessment
Legally Responsible Person
Signed Certification Statement
The Contractor shall review the Storm Water Pollution Prevention Plan (SWPPP)
as provided by the City. The Contractor shall implement and maintain the
SWPPP as needed during the course of work to reflect actual construction
progress and construction practices.
The City has designated a Qualified SWPPP Practitioner (QSP), as defined by
the CGP and who has passed the exam, who will be responsible for compliance
with CGP requirements for the Project at all times. The Contractor shall be
responsible to coordinate with the City’s designated QSP. The Contractor shall
maintain a copy of the SWPPP data and documentation at the Project Site on
demand if so requested by Los Angeles Regional Water Quality Control Board
Staff during a site inspection.
The SWPPP shall not be construed to be a waiver of the Contractor’s obligation
to review and understand the CGP before submitting a bid. By submitting a bid,
the Contractor acknowledges that he has read and understands the requirements
of the CGP.
905-2.2 SWPPP Reporting
The Contractor shall be responsible for maintaining all reports required by the
CGP (monitoring, inspection, Rain Event Action Plans, annual reports, etc.). The
requirements of Construction General Permit (CGP) shall include, but not be
limited to, the following:
1. Administer, implement, maintain, and ensure adequate functioning of the
various storm water quality control measures identified within the SWPPP
during construction including all Numeric Action Level (NAL) and Numeric
Effluent Limitation (NEL) sampling, monitoring and reporting requirements
statutorily required for the determined Risk Level of the PROJECT site.
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These tasks must be performed by Qualified SWPPP Practitioner (QSP).
Effective on September 2, 2011, a QSP shall meet the requirements listed
in the CGP.
2. Provide and maintain all documentation (at the jobsite) and administration
for the entire Contract period.
3. Perform all work required for compliance with the requirements of the
CGP, including preparation of all construction of effective treatment control
BMPs (i.e., contingency basins, chemical treatments, etc.)
4. Provide all labor, tools, equipment, and materials for any additional BMPs
which may be required to comply with the requirements of the CGP.
905-3 MEASUREMENT AND PAYMENT
The measurement and payment for Stormwater Pollution Control will be paid for at the
contract lump sum price bid as shown in the Bid Schedule.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to accomplish the prevention and control of
pollutant discharge to stormwater, including good housekeeping practices, containment
of waste, control of construction site perimeter, vehicle and equipment management,
management of concrete and mortar products, management of asphalt and bituminous
products, stockpiles, paint, solvents, solutions, dust control, and the preparation of the
SWPCP, complete, as specified in these Special Provisions, and as required by the
federal NPDES for Stormwater Pollution Control Program, and as directed by the
Engineer.
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SECTION 906
CLEAR AND GRUBBING DEMOLITION
(Bid Item Nos. 5A, 8A thru 20A, 24A thru 26A)
906-1 GENERAL
The scope of work for demolition includes the removal and/or relocation of items as
identified on the project plans and in accordance with the Bid Schedule. The items
include saw cutting; removal of pavement, curb, fence, walls, bollards, signs, guardrails,
and steel framework; relocation of wall units, materials, utility surface improvements,
portable structure, and mailboxes.
The Contractor shall take all necessary steps in accordance with Section 300-1 Clearing
and Grubbing of the Standard Specifications except as note herein.
906-2 CONSTRUCTION
In the performance of the demolition and relocation work, the Contractor shall do the
following:
Identify, locate, and protect utilities to remain.
Identify, locate, and protect survey monumentation to remain.
Conform to applicable Codes for demolition of structures, safety of
adjacent structures, and dust control.
Obtain required permits from local and regulatory agencies.
Notify affected utility companies before starting work and comply with their
requirements.
Will not close or obstruct roadways without permits.
Conform to applicable regulatory procedures when hazardous or
contaminated materials are discovered.
Protect existing landscaping materials, appurtenances, and structures that
are not to be demolished.
Conduct operations with minimum interference to public or private
accesses. Maintain protected egress and access at all times.
Obtain written permission from adjacent property owners when demolition
equipment will traverse, infringe upon, or limit access to their property.
Sprinkle demolition areas with water to minimize dust. Provide hoses and
water connections for this purpose.
Disconnect and cap designated utilities within demolition areas.
Remove disconnected utilities.
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Remove foundation walls and footings to a minimum of two feet below
finished grade beyond area of new construction.
Remove concrete slabs on grade.
Rough grade and compact areas affected by demolition to maintain site
grades and contours.
Remove demolished materials from site. Disposal of removed materials
shall be at contractor’s cost.
Do not burn or bury materials on site. Leave site in clean condition.
Remove temporary work.
906-3 MEASUREMENT AND PAYMENT
Measurement and payment for clearing and grubbing (demolition), complete in place,
will be made at the contract unit prices bid for the various bid items shown in the Bid
Schedule.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, tools, equipment, materials, transportation and incidentals, and for
doing all the work involved and necessary for removal or relocation of items specified in
the Bid Schedule, complete in place, as specified in the SSS and these Special
Provisions, and as directed by the Engineer.
Damage of any items outside the clean payment lines, as a result of the construction
operations, shall be considered as included in the contract unit lump sum prices bid for
other applicable items of work, and no additional compensation will be allowed
therefore.
Disposal of all demolished and removed materials from the site shall be considered as
included in the contract unit prices bid for other applicable items of work, and no
additional compensation will be allowed therefore.
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SECTION 907
EXCAVATION AND FILL
(Bid Item Nos. 6A, 7A)
907-1 GENERAL
Earthwork shall conform to the provisions in Section 300, "Earthwork," of the Standard
Specifications and these special provisions.
Quantities of all types of existing subbase or base or surfacing removed will be included
in the quantities of the type of excavation in which they are located, and no separate
payment will be made therefor.
Existing asphalt pavement indicated to be removed on the plans shall be removed and
disposed outside of the project limits in a legal manner, in accordance with Section 906
of these Special Provisions and the Standard Specifications. Existing asphalt pavement
to be removed is not considered roadway excavated material.
Surplus excavated material shall become the property of the Contractor and shall be
disposed of in conformance with the provisions in Section 300-2.6, "Surplus Material," of
the Standard Specifications.
Surplus excavated material not designated as hazardous waste due to aerially
deposited lead shall become the property of the Contractor and shall be disposed of in
conformance with the provisions in Section 300-2.6, "Surplus Material," of the Standard
Specifications.
907-2 MEASUREMENT AND PAYMENT
Measurement and payment for excavation and fill, complete in place, will be made at
the contract unit prices bid for the various bid items shown in the Bid Schedule.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, tools, equipment, materials, transportation and incidentals, and for
doing all the work involved and necessary for removal or relocation of items specified in
the Bid Schedule, complete in place, as specified in the Standard Specifications and
these Special Provisions, and as directed by the Engineer.
Damage of any items outside the clean payment lines, as a result of the construction
operations, shall be considered as included in the contract unit lump sum prices bid for
other applicable items of work, and no additional compensation will be allowed
therefore.
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SECTION 908
PAVEMENT MILLING
(Bid Item No. 38A)
908-1 SCOPE
The existing pavement adjacent to existing curbs, gutters, cross gutters or at the ends
of overlays, and at bridge approaches shall be cold planed as specified herein. The
limits, depths and dimensions of pavement milling are designated on the Plans.
908-2 EQUIPMENT
The machine used for milling shall have performed satisfactorily on similar work and
shall meet the following requirements:
The milling machine shall be specially designed and built for milling of bituminous
pavements without the addition of heat. It shall have the ability to mill Portland Cement
Concrete patches in the bituminous pavement or Portland Cement Concrete
pavements. The cutting drum shall be a minimum of thirty (30) inches wide and shall be
equipped with carbide tip cutting teeth placed in a variable lacing pattern to produce the
desired finish.
The machine shall be capable of being operated at speeds of 0 to 40 feet per minute; it
shall be self-propelled and have the capability of spraying water at the cutting drum to
minimize dust. The machine shall be capable of removing the material next to the
gutter of the pavement being reconditioned and so designed that the operator thereof
can at all times observe the milling operation without leaving the controls. The machine
shall be adjustable as to slope and depth.
The Contractor's attention is directed to Subsection 3-12.2 "Air Pollution Control" of the
Standard Specifications.
908-3 CONSTRUCTION
After cold milling Contractor shall place asphalt concrete around all utility covers to
serve as a smooth transition from the existing surface to the top of the cover.
Contractor will be responsible for maintaining any temporary asphaltic fill material over
these facilities until the final paving surface is installed.
Remaining material around utility covers and at gutter lips shall be removed to the depth
of the adjacent milled surface after completion of milling. If pavement against utility
covers, gutter lips, or other features, cannot be removed by the milling machine,
Contractor shall use other means to remove this material.
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The surface of pavement after milling shall be uniformly rough. The grade shall not
deviate from a suitable straight edge more than three-eighths (3/8) inch at any point.
Milling may require more than one (1) inch removal of existing asphalt above gutter lips
in addition to the required depth below the gutter lip due to prior overlays.
Pavement against curb faces shall be removed to the full depth designated for that
particular section of roadway. If pavement against curb faces cannot be removed by
the milling machine, the Contractor shall use other means to remove this material.
908-4 REMOVAL AND DISPOSAL OF MATERIAL
During the milling operation, the Contractor shall sweep the street with mechanical
equipment and remove all loosened material from the project site until completion of the
removal work. The Contractor shall take all necessary measures to avoid dispersion of
dust.
All material removed shall be considered the property of the Contractor and shall be
disposed of by the Contractor at its expense. No material shall be stockpiled within City
right-of-way. In addition to removing the cold milled asphalt concrete, the contractor
shall remove any slurry seal or asphalt concrete which is adhered to the top of the
adjacent gutter, cross gutter or spandrel.
908-5 TEMPORARY TRANSITIONS
The Contractor shall construct temporary pavement transitions at all vertical cold milled
joints including but not limited to manhole and utility covers, structures, street
intersections and driveway approaches prior to allowing traffic onto the cold milled
areas. Temporary asphalt transitions shall be five (5) feet per one inch of vertical cold
milling depth at the drop off edge of cold milled joint, measured perpendicular to the
joint. Ramps shall be constructed the same day as cold milled, continuously
maintained, and removed the same day as final overlay cap paving. Temporary
pavement transitions shall be constructed on bond breaker material such that upon
removal of the temporary pavement transition, a clean notch remains. The Contractor
shall install “UNEVEN LANES” and “ROUGH ROAD” signs as directed by the Engineer.
Payment for construction, removal, and disposal of temporary asphalt concrete ramps
shall be considered included in the item for cold milling.
908-6 MEASUREMENT AND PAYMENT
Milling on roadways to be milled shall be measured and paid for on a square foot basis.
Payment will be made at the unit price bid on the basis of actual measured quantities of
cold milling completed in accordance with the Plans and these Special Provisions.
Such payment shall be considered full compensation for providing all labor and
equipment and performing all work related to milling, including dust control and disposal
of the material removed, and all incidentals necessary to complete the work in
accordance with the Standard Specifications and these Special Provisions.
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SECTION 909
STREET SURFACE PREPARATION
(Not a Bid Item)
909-1 GENERAL
Minor failures, such as cracks 1/8-inch wide or wider at the pavement surface after cold
milling, shall be repaired. This repair work shall consist of weed removal, crack
cleaning and sealing, and patching cracks greater than 1 inch and potholes of any size
and depth by placing and compacting asphalt concrete hot mix. Where cracks have
formed, and the pavement has been raised creating a ridge, the Contractor shall
remove the ridge by chipping, grinding, or a method approved by the Engineer, prior to
filling the crack. Vacuum or air generated type sweepers shall be used for surface
preparation. Mechanical type sweepers shall not solely be used.
909-2 CRACK SEALING
This work shall consist of routing and filling all cracks 1/8-inch wide or wider in asphalt
concrete pavement to be overlaid with sealant material, meeting the following
specifications. Excess crack sealing materials shall be removed from the pavement
surface by cold milling as directed by the Engineer.
909-2.1 Routing
All cracks in the asphalt concrete pavement receiving sealant shall be routed by
mechanical means to a minimum width of 1/2 inch and 3/4 inch deep.
909-2.2 Blowing of Cracks
All cracks in the asphalt concrete pavement receiving sealant shall be blown
clean and free from dirt, debris and vegetation with compressed air at not less
than 100 psi.
909-2.3 Sealing
All properly prepared cracks shall be sealed by inserting a nozzle into the crack
and filling it from the bottom up with the approved sealant material, meeting the
following specification.
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TEST PARAMETER SPECIFICATION LIMITS Cone Penetration (ASTM D3407) 15 – 45 Resilience (ASTM D3407) 30% min. Softening Point, (ASTM D36) 200°F min. Ductility, 77°F (ASTM D113) 30 cm-min. Flexibility (Crafco Procedure) Pass @ 30°F Asphalt Compatibility (ASTM D3047)
Pass
Bitumen Content (ASTM D3407) 60% min. Tensile Adhesion (ASTM D3583) 400% min.
Safe Heating Temperature
400°F
Recommended Pour Temperature
380°F
Brookfield Viscosity,
375°F (ASTM D3236)
4000 - 15000 cp
909-2.4 Squeegeeing
After filling the cracks with the sealant, they are to be squeegeed with a "U"
shaped squeegee. The sealant shall not be left flush with the adjacent pavement
but remain down 1/4 inch below the adjacent pavement surface.
909-2.5 Equipment
The router shall be a two wheeled, Impact router.
The sealant machine shall be a double boiler heat system capable of heating the
sealant to the manufacturer's recommendations without placing direct heat on the
sealant.
The compressor shall be a compressor capable of providing a minimum of 100
psi at the nozzle for removal of any debris, dirt or vegetation remaining in the
cracks after the routing.
The squeegee shall be a "U" shaped, rubber footed tool capable of leaving the
sealant 1/4 inch below the adjacent pavement surface, and without leaving
excess material in the cracks and any material on the adjacent pavement after
filling.
909-3 GRASS AND WEED KILLING
Prior to the cold milling and crack sealing operations, all grass and weeds shall be
destroyed by application of weed killer. The application shall be performed by a person
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or firm licensed for this type of work, using the chemical “Roundup” for the contact kill
(including application of the identification dye) and the chemical “Oust” as the pre-
emergent and long lasting kill, or approved equal.
The pre-emergent herbicide selected was recommended by a State of California
licensed pest control advisor and the application is approved for use in California.
909-4 MEASUREMENT AND PAYMENT
No separate measurement and payment for street surface preparation will be made.
The contractor shall include this work and associated cost within the Pavement Milling
Section 908 as provided within the Special Provisions.
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SECTION 910
ASPHALT TACK COAT
(Not a Bid Item)
910-1 DESCRIPTION
Work to be performed under this Section covers all labor, materials, tools, equipment
and incidentals necessary to furnish, apply, and complete in place tack coat in
conjunction with the asphalt concrete overlay and other asphalt paving work. All such
work shall conform to the applicable provisions of the Standard Specifications, and
these Special Provisions.
910-2 MATERIALS
The tack coat shall be asphalt grade PG 64-10.
910-3 APPLICATION
The tack coat shall be applied as specified in Subsection 302-5.4 of the Standard
Specifications and these Special Provisions. The Engineer will determine if the
pavement is sufficiently dry for the application of the tack coat. Tack coat shall not be
applied when the temperature of the surface to be tacked is below 40° Fahrenheit in the
shade.
Contractor shall clean the surfaces so that they are free of dirt and debris prior to the
application of the tack coat. City Inspector shall approve surface prior to application of
tack coat. The tack coat shall be applied only so far in advance of paving as is
anticipated for that day's surfacing as permitted by the City Inspector. Any heated
scarified recompacted pavement that is not overlaid and which becomes contaminated
with dirt, debris, dust, etc., or is left overnight shall have a tack coat applied prior to
overlaying.
Tack coat shall be applied to all vertical surfaces of existing pavements, curbs, gutters
and construction joints in the surfacing against which additional material is to be placed,
to a pavement to be surfaced and to other surfaces designated by the City Inspector.
Any tack material deposited on concrete surfaces not to be overlaid with asphalt
concrete will be removed within five (5) working days or the City will cause the work to
be done and any cost incurred shall be deducted from contract retention monies due.
Tack coat shall be applied in one application at a rate of between 0.05 and 0.10 gallon
per square yard of surface covered. Tack coat material shall be applied at minimum
350 degrees Fahrenheit (F) from a distributor truck with a heating element capable of
raising the temperature at least 3 degrees F per hour.
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The tack coat shall be applied by distributor equipment at a uniform rate. In areas
inaccessible to the spray bar on the applicator truck, SS-1h emulsion may be
substituted and applied from a hand wand at a rate of 0.08 gallons per square yard. In
any case where emulsified material is used, the tack coat shall be allowed to completely
break, that is turn completely black (not dark brown), prior to paving.
The area to which tack coat has been applied shall be closed to public traffic. Care shall
be taken to avoid tracking binder material onto adjacent surfaces. If the area is left
unattended, then appropriate “fresh oil” signs must be posted. The Contractor shall be
responsible for resolving all claims related to asphalt materials splashed/tracked
on vehicle, concrete, and private property.
The Contractor shall be responsible for protecting existing storm drain catch inlets and
to ensure that no tack coat spoils are sprayed into storm drain inlets.
No tack coat shall be left exposed overnight. Immediately in advance of placing the
asphalt concrete overlay, additional tack coat shall be applied, as directed by the
Engineer to areas where the tack coat has been destroyed or otherwise rendered
ineffective, and no additional compensation will be allowed for such work.
Existing concrete curb faces, gutters and driveways shall be protected against
disfigurement from the asphalt. Residue of the tack coat material shall be removed
from curb faces, gutters and driveways by sandblasting to the extent required by the
Engineer.
910-4 PAYMENT
No separate payment will be made for work or other features as required and outlined in
this Section, "Asphalt Tack Coat." Full compensation for such work and features shall
be considered included in the price bid for "Remove and Replace Asphalt Concrete,"
“Asphalt Concrete Pavement and Base,” and “Asphalt Rubber Hot Mix” and no
additional compensation will be allowed therefore. Such payment shall be considered
full compensation for furnishing and maintaining all materials, labor, equipment, and all
incidentals necessary to complete the work in accordance with the Standard
Specifications and these Special Provisions.
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SECTION 911
ASPHALT CONCRETE PAVEMENT AND BASE
(Bid Item Nos. 30A, 31A, and 34A)
911-1 DESCRIPTION
This section includes the materials and execution requirements for the placement of
Asphaltic Concrete (A.C. Pavement) and Class 2 Aggregate Base material. The
contractor shall use the Caltrans Standard Specifications except as modified herein.
911-2 MATERIALS AND EXECUCTION
911-2.1 Aggregate Base
Aggregate base shall be Class 2 and shall conform to the provisions in Section
26, “Aggregate Bases,” and compaction shall conform to Section 26-1.02 of the
Caltrans Specifications and these Contract Specifications. Recycled aggregate
base will not be allowed.
Aggregate base exceeding a workable moisture content will be rejected by the
Engineer and shall be immediately removed from the project site by the
Contractor. At least 4 inches of aggregate base shall be placed under concrete
curb, gutter, sidewalk and other minor repairs unless specified otherwise on the
plans or elsewhere in these Contract Specifications.
The grading of the material shall conform to the 3/4-inch maximum, specified in
Section 26-1.02B, “Class 2 Aggregate Base,” of the Caltrans Specifications.
Aggregate base shall be spread in accordance with the provisions of Section 26-
1.03D, "Spreading" and Section 26-1.03E, "Compacting," of the Caltrans
Specifications. Spreading and compacting shall be performed by methods that
will produce a uniform base, firmly compacted and free from pockets of coarse or
fine material. No spreading operation shall begin until the physical characteristics
of aggregate base have been approved by the Engineer.
Aggregate base, regardless of its use, shall be compacted to 95% (ninety-five
percent) relative compaction.
911-2.2 Hot Mix Asphalt Paving (HMA)
Comply with Section 39, "Asphalt Concrete," of the Caltrans Standard
Specifications.
Asphalt Concrete (AC) shall be Type A 3/4" HMA and shall conform to the
provisions in Section 39, "Asphalt Concrete," of the Caltrans Standard
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Specifications and these Special Provisions. Asphalt Concrete shall be used for
new roadway pavement sections.
The amount of asphalt binder (PG64-10) to be mixed with the aggregate for Type
A asphalt concrete will be determined by the Engineer in accordance with
California Test 367 using the samples of aggregates furnished by the Contractor
in conformance with Section 39-2.01A(3), "Submittals," of the Caltrans Standard
Specifications.
Per the requirements in Section 39-2.01C(2), "Spreading and Compacting
Equipment," of the Caltrans Standard Specifications, asphalt paving equipment
shall be equipped with automatic screed controls and a sensing device or
devices.
When placing asphalt concrete to lines and grades established by the Engineer,
the automatic controls shall control the longitudinal grade and transverse slope of
the screed. Grade and slope references shall be furnished, installed and
maintained by the Contractor. Should the Contractor elect to use a ski device, the
minimum length of the ski device shall be 30 feet. The ski device shall be a rigid
one piece unit and the entire length shall be utilized in activating the sensor.
When paving contiguously with previously placed mats, the end of the screed
adjacent to the previously placed mat shall be controlled by a sensor that
responds to the grade of the previously placed mat and will reproduce the grade
in the new mat within a 0.01-foot tolerance. The end of the screed farthest from
the previously placed mat shall be controlled in the same manner as when
placing the initial mat.
Should the methods and equipment furnished by the Contractor fail to produce a
layer of asphalt concrete conforming to the requirements, including straightedge
tolerance, of Section 39-2.01C(15), "Compaction," of the Caltrans Standard
Specifications, the paving operations shall be discontinued and the Contractor
shall modify his/her equipment or furnish substitute equipment.
Should the automatic screed controls fail to operate properly during any day's
work, the Contractor may use manual control of the spreading equipment for the
remainder of that day, however, the equipment shall be corrected or replaced
with alternative automatically controlled equipment conforming to the
requirements in this Section before starting another day's work.
Half-width surfacing operations shall be conducted in such manner that, at the
end of each day's work, the distance between the ends of adjacent surfaced
lanes shall not be greater than can be completed in the following day of normal
surfacing operations.
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A minimum air temperature of 50 degrees Fahrenheit shall be required while
resurfacing operations are in progress.
This work includes producing and placing hot mix asphalt (HMA) Type A using
the standard process.
911-2.2.1 Quality Control/Quality Assurance
With the job mix formula (JMF) submittal, submit:
1. California Test 204 plasticity index results
2. California Test 371 tensile strength ratio results for untreated HMA
3. California Test 371 tensile strength ratio results for treated HMA if
untreated HMA tensile strength ratio is below 70
At project start-up and once during production, submit samples split from your
HMA production sample for California Test 371 to the Engineer and the specified
independent laboratory.
With the JMF submittal, at project start-up, and each 5,000 tons, submit the
California Test 371 test results for mix design and production to the Engineer.
For the mix design, determine the plasticity index of the aggregate blend under
California Test 204. Choose an antistrip treatment and use the corresponding
laboratory procedure for the mix design in compliance with:
Antistrip Treatment Lab Procedures for Mix Design
Antistrip Treatment Lab Procedure
Plasticity index from 4 to 10 (1)
Dry hydrated line with marination LP-6
Line slurry with marination LP-7
Plasticity index less than 4
Liquid LP-5
Dry hydrated line without marination LP-6
Dry hydrated line with marination LP-6
Lime Slurry LP-7
Notes:
(1) If the plasticity index is greater than 10, do not use that aggregate
blend.
For the mix design, determine tensile strength ratio under California Test 371 on
untreated HMA. If the tensile strength ratio is less than 70:
1. Choose from the antistrip treatments specified based on plasticity index.
2. Test treated HMA under California Test 371.
3. Treat to a minimum tensile strength ratio of 70.
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On the first production day and at least every 5,000 tons, sample HMA and test
under California Test 371.
The City does not use California Test 371 test results for JMF verification and
production to determine specification compliance.
911-2.2.2 Data Cores
Three business days before starting coring, submit proposed methods and
materials for backfilling data core holes.
Submit to the Engineer:
1. A summary of data cores taken
2. A photograph of each data core
For each data core, the summary must include:
1. Project identification number
2. Date cored
3. Core identification number
4. Type of materials recovered
5. Type and approximate thickness of unstabilized material not
recovered
6. Total core thickness
7. Thickness of each individual material to within:
7.1. For recovered material, ½-inch
7.2. For unstabilized material, 1.0 inch
8. Location including:
8.1. Lane number
8.2. Lane direction
8.3. Station
Each data core digital photograph must include a ruler laid next to the data core.
Each photograph must include:
1. The core
2. Project identification number
3. Core identification number
4. Date cored
5. Lane number
6. Station
7. Lane direction
After data core summary and photograph submittal, cores shall be considered
the property of the Contractor and shall be disposed of off the Work site by the
Contractor.
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911-2.3 Vertical Joints
If you perform half-width paving, at the end of each day's work the distance
between the ends of adjacent surfaced lanes must not be greater than can be
completed in the following day of normal paving.
Before opening the lane to public traffic, pave shoulders and median borders
adjacent to a lane
being paved.
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.
911-2.4 Widening
Use for widening if new structural section is to be placed to the elevation of the
existing surfacing for the entire length of the project before placing the uppermost
layer of HMA.
911-2.5 Conforming Tapers
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.
911-2.6 Data Cores
Take data cores that include the completed HMA pavement, underlying base,
and subbase material. Protect data cores and surrounding pavement from
damage.
Take 4-inch or 6-inch diameter data cores:
1. At the beginning, end, and every 1/2 mile within the paving limits of
each route on the project
2. After all paving is complete
3. From the center of the specified lane
On a 2-lane roadway, take data cores from either lane. On a 4-lane roadway,
take data cores from each direction in the outermost lane. On a roadway with
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more than 4 lanes, take data cores from the median lane and the outermost lane
in each direction.
Each core must include the stabilized materials encountered. You may choose
not to recover unstabilized material but you must identify the material.
Unstabilized material includes:
1. Granular material
2. Crumbled or cracked stabilized material
3. Sandy or clayey soil
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 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.
Contractor shall perform Quality Control Testing according to Section 39-2.02 of
the Caltrans Standard Specifications.
The Owner will perform Engineer’s Acceptance Testing according to Section 39
of the Caltrans Standard Specifications and reduced payment factors based on
compaction results (measured percent of maximum theoretical density) apply.
911-3 MEASUREMENT AND PAYMENT
Quantities of Class 2 Aggregate Base to be paid for by the TON will be measured in
conformance with the provisions in Section 9-1.02, "Measurement," and Section 26-
1.04, “Payment,” of the Caltrans Specifications.
The weight of material to be paid for will be determined by deducting from the
weight of material delivered to the work, the weight of water in the material, at the
time of weighing, as determined by California Test 226, in excess of one
percentage point more than the optimum moisture content as determined by
California Test 216. The weight of water deducted in conformance with the
provisions in Section 26-1.04 will not be paid for quantities of aggregate base will
be paid for at the contract price per Ton for the Class 2 Aggregate Base. 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 constructing aggregate base, complete in place, as shown on the
plans, and as specified in these specifications and the special provisions, and as
directed by the Engineer.
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“A.C. Pavement (Type A, PG 64-10)” will be measured and paid for by the Ton.
Measurement and verification of quantities shall be coordinated with the Project
Inspector by the Contractor.
The contract price paid per TON for “Hot Mix Asphalt (Type A PG64-10)” shall
include full compensation for furnishing all labor, materials, tools, equipment, and
incidentals and doing all work involved in constructing asphalt concrete, including
mix design preparation, contractor quality control according to Standard Method
(Section 39 – Hot Mix Asphalt, quality control plan and quality control testing),
complete in place, as shown on the plans and as specified in these Technical
Specifications or as directed by the Engineer.
Data cores will not be paid for separately and full compensation shall be
considered included in the price paid per Ton for Hot Mix Asphalt (Type A, PG70-
10) and includes furnishing all labor, materials, tools, equipment, and incidentals,
and for doing all the work involved in data coring, complete in place, as shown on
the plans, as specified in the Standard Specifications and these special
provisions, and as directed by the Engineer.
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SECTION 912
ASPHALT RUBBER HOT MIX (ARHM)
(Bid Item 39A)
912-1 GENERAL
Asphalt-rubber hot mix shall conform to the specifications of 203-11 of the Standard
Specifications, Asphalt Rubber Hot Mix (ARHM) Wet Process, except as modified
herein.
912-2 MATERIALS
The contractor shall supply the City, for approval, a binder formulation and samples of
the materials to be used in the asphalt-rubber binder at least 14 days before
construction is scheduled to begin. The binder formulations shall consist of the
following information:
A. Paving Asphalt and Modifiers:
1. Source and grade of paving asphalt.
2. Source and identification (or type) of modifiers used.
3. Percentage of asphalt modifier by mass of paving asphalt.
4. Percentage of the combined blend of paving asphalt and asphalt
modifier by total mass of asphalt-rubber binder to be used.
5. Laboratory test results for test parameters shown in these special
provisions
B. Crumb Rubber Modifier (CRM):
1. Source and identification (or type) of scrap tire and high natural CRM
from single source. One Hundred percent (100%) California waste
tires must be used.
2. Percentage of scrap tire and high natural CRM by total mass of the
asphalt-rubber blend.
Laboratory test results for test parameters as specified in the Greenbook
Section 203-11.2.3 and these special provisions.
912-2.1 Crumb Rubber Modifier (CRM)
The last sentence of the first paragraph of Subsection 203-11.2.3.1 is hereby
deleted. The fifth paragraph of Subsection 203-11.2.3.1 is hereby deleted and
replaced with the following:
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The percentage of high natural CRM in the total CRM shall be equal to
1000 divided by the percentage of natural rubber (as a whole number) in
the high natural CRM, e.g. for high natural CRM with 40% natural rubber
content 1000/40 equals 25 percent. The remainder of CRM shall be scrap
tires, as specified in 203-11.2.3 above.
The maximum value for Natural Rubber Content in Table 203-11.2.3(B) is hereby
deleted.
The sixth (last) paragraph of Subsection 203-11.2.3 is hereby deleted.
The high natural CRM shall consist of ground or granulated rubber derived from
a single material that utilizes high natural rubber sources.
912-2.2 Crumb Rubber Modifier (CRM) Certification
The Crumb Rubber Modifier (CRM) shall be derived from one hundred percent
(100%) California waste tires. Prior to approval of the final progress payment,
Contractor shall complete and submit the Crumb Rubber Modifier (CRM)
Certification form CIWMB 74G-RAC.
912-2.3 ARHM Mixtures
The ARHM shall be ARHM-GG-C and shall conform to Section 203-11.3 of the
Standard Specifications.
912-2.4 Mixture Design
Contractor shall submit for the City’s review a proposed ARHM mix design to be
used at least 14 days prior to production of that ARHM mixture. The asphalt
concrete mix design shall be prepared by a Caltrans qualified laboratory in
accordance with the City’s Quality Assurance Program and approved by the City.
Aggregate quality and asphalt concrete mix design test results shall be no more
than six months old when production of the asphalt concrete mixture starts. The
mixture design shall recommend the job-mix formula and shall list the following
information:
1. Aggregate
- source and identification (for each material used)
- gradation (for each material used)
- blend percentage
- mixture gradation
2. Asphalt-Rubber
- source and grade of asphalt cement
- source and type of extender oil or modifier
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- source and identification of ground rubber
- ground rubber percentage for the asphalt-rubber binder
- type and amount of additive(s), if required
- temperature when added to aggregate
3. Recommended asphalt-rubber binder content by both weight of
total mix and weight of dry aggregate.
4. Recommended mixture production temperature.
5. Recommended lay down temperatures.
6. Compacted Unit Weight.
Aggregate for ARHM asphalt concrete shall be of such quality and gradation that
the optimum amount of asphalt-rubber binder to be mixed with the aggregate, as
determined by California Test 367 (as amended below) shall be a minimum of
7.6 percent by mass of dry aggregate and a maximum of 9.5 percent by mass of
dry aggregate. Aggregates which result in an optimum asphalt-rubber binder
content of less than 7.6 percent, or more than 9.5 percent by mass of dry
aggregate shall not be used. The Contractor shall submit the determined
optimum asphalt-rubber binder content to be mixed with the aggregate in
conformance with the requirements in California Test 367 (as amended below).
The City’s Engineer will verify the optimum amount of asphalt-rubber binder to be
mixed with the aggregate. California Test 367 is amended as follows:
A. The specific gravity used in California Test 367, Section “B. Voids Content
of Specimen,” shall be determined using California Test 308, Method A.
B. California Test 367, Section “C. Optimum Bitumen Content,” is revised as
follows:
1. Plot asphalt-rubber binder content versus void content for each
specimen on Form TL-306 (Figure 3), and connect adjacent points
with straight lines.
2. From Figure 3 select the theoretical asphalt-rubber binder content
that has 4 percent voids.
3. Record the asphalt-rubber binder content in Step 2 as the Optimum
Bitumen Content (OBC).
4. To establish a recommended range, use the Optimum Bitumen
Content (OBC) as the high value and 0.3 percent less as the low
value. Notwithstanding, the recommended range shall not extend
below 7.6 percent nor shall the high value to establish
recommended range be above 9.5 percent. If the OBC is 7.6%,
then there shall be no recommended range, and 7.6% shall be the
recommended value.
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C. Laboratory mixing and compaction shall be in conformance with the
requirements of California Test 304, except that the mixing temperature of
the aggregate shall be between 300º F and 325º F. The compaction
temperature of the combined mixture shall be between 290º F and 300º F.
If tests on finished ARHM material during production demonstrate non-
compliance with minimum air voids or minimum binder content, production
shall not proceed on the day following such determination. In that case,
the mix design must be retested and samples resubmitted to the City’s
Project Representative for approval prior to restart of production.
912-2.5 Mixing
The third paragraph of Subsection 203-11.4 is hereby deleted and replaced with
the following:
The proportions of the materials, by total weight of asphalt rubber binder, shall be
80% +/- 2% combined paving asphalt and asphalt modifier, and 20% +/- 2%
CRM. However, the minimum amount of CRM shall not be less than 18.0
percent. Lower values which are rounded up shall not be allowed. The CRM
shall be combined at the production site and shall contain 75 percent +/- 2
percent scrap tire CRM and 25 percent +/- 2% high natural CRM, by mass.
The temperature of the blended asphalt and modifier shall be between 380º F
minimum and 440º F maximum when the CRM is added. The temperature shall
not exceed 10º F below the actual flash point of the mixture. The CRM shall be
combined and mixed together in an asphalt rubber mechanical blender meeting
the requirements of 203-11.5. The combined asphalt and CRM shall be pumped
into a reaction tank or distributor truck meeting the requirements of 203-11.5,
Item 3, part (A) herein. The required minimum reaction time shall be 90 minutes.
The temperature of the asphalt rubber mixture shall be between 380º F minimum
to 425º F maximum during the reaction period. The reaction period shall be set
as described in 203-11.5, item 3, part (A) herein.
After reacting, the asphalt rubber binder shall conform to the requirements in
Table 203-11.4(A) (as modified herein).
Table 203-11.4(A)
Test Parameter ASTM Test Method
Requirement
Min. Max.
Haake Field Viscosity @ 375ºF,
(Centipoise)
See Section 203 -11.4.1 1500 2600
Cone Penetration @ 77ºF, mm D217 25 70
Resilience @ 77ºF, Percent Rebound D3407 18 --
Field Softening Point, ºF D36 125 165
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The reaction period shall begin at the time that complete incorporation of
materials into the mix at the minimum reaction temperature specified above is
achieved and end at the time that the asphalt rubber meets all specifications for
reacted material. The reaction period shall be the minimum time to bring the
material into full compliance with specifications, but not less than 90 minutes.
Once established, the reaction period shall remain unchanged, unless there are
changes in materials or equipment that affect rubber digestion, in which case a
new reaction period shall be established per specifications. The City’s Project
Representative’s decision shall be final for the determination of the reaction
period.
All material shall be tested for viscosity and verified as to complete reaction prior
to transfer to any storage tank or use of the reaction tank for feed to the hot mix
plant. Test results shall be reported in writing daily.
Inability to maintain reaction temperatures above specified minimums will be
cause to terminate paving operations. The Contractor is reminded that if the
reaction tank or the method of filling the tank is not capable of sustaining the
specified reaction temperature, there exists the potential for such below minimum
temperatures to seriously delay production, or depending on heat input potential,
even become an irreversible condition.
A Production Schedule Form shall be submitted with the bid demonstrating that
the proposed asphalt rubber production equipment can meet the demands of the
project.
The Contractor shall test viscosity and record the following information for every
tank of asphalt rubber prior to being transferred to storage or directed to feed to
the hot mix plant on an Asphalt Rubber Batch Log:
1) Temperature of stored asphalt cement material at time of loading
2) Time the reaction tank is fully loaded
3) The beginning time of reaction (as defined above)
4) Time of each viscosity test
5) The binder temperature during each viscosity test
6) The measured viscosity
A copy of the Asphalt Rubber Batch Log shall be provided to the City’s Project
Representative upon request. A copy of the batch log sheet shall be faxed to the
City within 1.5 hours of placing the final batch for the day into storage or feed to
the plant. A copy of the daily paper circle chart shall be faxed with the batch log
sheet. To fit 8-½ x 11 inch sheets, the circle chart may be faxed in halves with an
overlapping strip. See Section 712-2.7 below for circle chart requirements.
One passing sample for viscosity tests on each batch, prior to transfer to storage
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or converting to feed to the ARHM mix plant shall be poured into a clean gallon
can that has been pre-certified by the City’s Project Representative. It shall be
the responsibility of the Contractor to ensure that sufficient sample cans with lids
are at the plant, such that they can be pre-certified at least three days prior to
use. The City’s Project Representative will certify the cans by numbering them
consecutively and affixing his or her signature to each can. The Contractor shall
conduct sampling such that the pre-certified sample can numbers correspond to
batch numbers beginning with number one at the start of the project, increasing
consecutively with each batch, without restarting the count at any point. After
testing and recording the information for the batch, the corresponding pre-
certified sample can shall be filled and stored for the duration of the project or
until the City’s Project Representative Takes possession of the can.
912-2.6 Hand Held Viscometer Test
The second and third sentence of Item number 5 under Test Procedure is
hereby deleted and replaced with the following:
In one continuous operation, turn off the spindle rotation, remove the
spindle vertically from the binder (after heating), discontinue stirring the
binder and immediately insert the spindle back in the center of the binder.
While holding the viscometer level, wait 5 seconds, turn the spindle on
and watch the needle on the viscometer dial and record the maximum
value obtained on the dial.
912-2.7 Equipment for Production of Asphalt Rubber
Add the following to Item c) of 203-11.5:
A) Reaction Tank: The asphalt rubber material shall be held in a
reaction tank separate from the storage tank feeding the ARHM
plant until the reaction is complete. The reaction tank shall have
agitation sufficient to increase the viscosity of the mixture to a peak
viscosity reading at least 20 percent higher than the viscosity
reading of the material measured at the time that the binder meets
all specifications for reacted material. The period of reaction shall
not be less than the minimum reaction time specified in Section
203-11.4 and may be extended as needed to produce this result. It
shall be the responsibility of the Contractor to demonstrate to the
City’s Project Representative through viscosity readings at fifteen-
minute intervals through a batch reaction cycle that the equipment
conforms to these requirements.
The reaction tank shall have a functioning paper circle chart
thermometer device, which shall record tank temperatures
whenever asphalt rubber is in any stage of production. Seven days
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before production of asphalt rubber starts, the Contractor shall
provide the City’s Project Representative at least 60 blank circle
charts suitable for use with the circle chart thermometer device to
be used on the project. These charts shall be numbered and signed
by the project manager and returned to the Contractor prior to start
of construction. These signed and numbered charts shall be used
throughout the production of the asphalt rubber. Charts will be used
in consecutive order starting with number one and shall be returned
weekly after used to the project manager. Charts shall be identified
with the date they were used by the Contractor at time of installing
on the equipment, and shall be identified as to the tank to which
they were attached. Production of asphalt rubber shall be
terminated if this procedure is not followed and shall not be
restarted until Contractor demonstrates to the City’s Project
Representative that it is capable of complying with this requirement.
At the start of each production day, the paper chart shall be replaced with a new
signed and numbered sheet, the lead scribe shall be sharpened, and the circle
chart shall be calibrated against a sample of material drawn early from the first
batch of the day. Any calibration adjustments shall be recorded in the appropriate
space provided on the batch log sheet. A spare functional circle chart device
shall be at the plant at all times for immediate installation should a failure occur
on a circle chart device being used. Calibration shall be performed as part of
such installation. The lack of a functional circle chart device on the reaction tank
shall be cause to terminate production of asphalt rubber. A blunt lead scribe or a
paper chart used on a prior day will be considered to render the device non-
functional.
B) Storage Tank: After a complete reaction is verified by viscosity
readings acceptable to the City’s Project Representative, the
material shall be held in a storage tank that is fully isolated from
material that is not fully reacted. This tank shall be the only tank
feeding the ARHM plant. No material shall be transferred to the
storage tank feeding the ARHM plant until reaction is complete in
the reaction tank.
912-3 CONSTRUCTION METHODS
912-3.1 General
ARHM shall conform to the specifications for Subsection 302-5 of the Standard
Specifications except as modified herein.
ARHM shall consist of one or more courses of an asphalt-rubber binder and
graded aggregate as herein specified placed upon a prepared roadbed or base
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or over existing pavement. The courses shall be of the type of mixture and the
dimensions shown on the Plans or Specifications.
912-3.2 Distribution Spreading
Section 302-11.3 of the Standard Specifications is hereby modified as follows:
At the time of delivery to the work site, the temperature of ARHM shall not be
lower than 300° Fahrenheit or higher than 350° Fahrenheit.
The procedure whereby material is deposited in a windrow then picked up and
placed in the asphalt paver with loading equipment may be used. The following
shall be provided for the windrow operation:
1. The asphalt paver is of such design that the material will fall into a hopper
which has a movable bottom conveyor to feed the screed.
2. The loader (pick-up machine) is constructed and operated so that
substantially all of the material deposited on the roadbed is picked up and
deposited in the paving machine.
3. Only one truck shall dump ahead of the paving machine, with only enough
windrow remaining from the previous dump to provide for adequate material
for paving between windrows. The windrow procedure will not be
accepted if the temperature of the asphalt concrete in the windrow falls
below the specified temperatures.
4. All loose material outside of the windrow shall not be placed on the windrow
itself. The loose material shall become property of the Contractor and
removed from the site.
The Contractor shall designate staging areas for trucks to switch trailers and
perform clean out, if necessary. Trucks shall use only designated areas for these
purposes. The Contractor shall spread rock dust blotter at a rate of 0.5 pounds
per square yard within 500 feet leading away from these areas and on a
continuous run back to the point where trucks exit and or enter the area to be
paved. The cost of this application will be borne by the Contractor as included in
the unit cost for asphalt rubber hot mix.
In order to prevent cold longitudinal joints, if a street is not completed in the same
day, only transverse joints shall be left open for the next workday.
A longitudinal joint will only be allowed at the center of the traveled lane or at the
joint of traveled lanes. Longitudinal joints coinciding with existing longitudinal
joints will not be allowed.
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To avoid picking up loose rock in the overlay area, the tires of all trucks must be
lightly oiled with linseed oil or soybean oil or approved equal, but not to the point
of runoff. Diesel fuel will not be allowed on the project for oil down of equipment.
The provisions of Subsection 5-3.1 of the Standard Specifications are hereby
incorporated into these Special Provisions, whereby incompetent operators shall
be removed from the work. Indications of lack of experience, or unfamiliarity with
the equipment or its operation will be considered incompetence.
The Contractor shall be responsible for protecting existing storm drain inlets,
swales and culverts to ensure that no sand, gravel, rock dust, tack coat, asphalt,
or spoils from paving operations enter into storm drain inlets.
All PCC, brick or other decorative surfaces within 500 feet of the work limits that
are to be crossed by trucks used to haul pavement material shall be covered with
sand or other durable covering prior to applying tack coat.
The Contractor shall have sufficient power brooms on site during all periods of
distribution and spreading to provide for cleanup of haul routes and work areas.
Power broom shall provide miscellaneous cleanup of pavement material spoils
as directed by the City’s Project Representative.
Power brooms used ahead of paving operations after acceptance of cold milling
shall only sweep areas that are accepted as completed for cold milling. Power
brooms shall not be operated more than 80 percent full of sweepings. Power
brooms that have swept areas not accepted as completed for cold milling shall
not enter onto areas that are accepted as completed for cold milling.
912-3.3 Rolling
To ensure optimum quality control, the use of more than one paver must be
approved in advance by the Engineer, and will generally require one foreman,
one sweeper, and a full complement of rollers per Subsection 302-11.4 of the
Standard Specifications and this Subsection 712-3.3 for each paving machine.
Section 302-9.4 of the Standard Specifications is hereby modified as follows:
A vibratory roller shall be used for initial breakdown rolling. The initial breakdown
rolling shall be completed before the asphalt-rubber hot mix temperature falls
below 275° Fahrenheit measured immediately in front of the roller. Pneumatic
rollers shall not be used. The contractor shall provide sufficient rollers to assure
complete compaction before the mixture reaches 260° Fahrenheit. If the
contractor at any time fails to meet these criteria, placement of additional asphalt
concrete shall be suspended until compaction is completed on the material
already laid down.
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An extra breakdown roller shall be on site at all times, free of defects.
An intermediate roller of the same or greater width than the breakdown roller
shall be rolling directly behind the breakdown roller at all times, and paving shall
cease if intermediate rolling is terminated for any reason. Additional
intermediate rollers may be necessary depending on production rates.
Once a rolling pattern proves effective and the Contractor elects to use it, the
rolling pattern shall remain consistent, unless conditions change and a modified
rolling pattern is needed to conform to specification. Paving shall cease
whenever the intermediate roller stops rolling.
A finish roller shall be provided in addition to intermediate rolling to perform all
finish rolling, such that the intermediate roller can stay immediately behind the
breakdown roller at all times.
912-3.3.1 Density and Smoothness
Density and smoothness shall conform to Subsection 302-5.6.2 of the
Standard Specifications, except the second and third paragraph of
Subsection 302-5.6.2 shall not apply to ARHM.
The relative compaction of the finished mat after final rolling shall be a
minimum of 95 percent as measured by California Test 375. The field
density of compacted ARHM shall be determined by a nuclear asphalt
testing device, calibrated and correlated to cores in conformance with
California Test 375.
912-3.3.2 Maximum Density
Maximum density samples shall be prepared in conformance with
California Test 304, except:
A. Compaction shall be performed between 290 and 300 degrees
Fahrenheit.
912-3.3.3 Compaction Payment Reduction
Based on laboratory tests on AC pavements revealing a highly significant
loss of life span accelerating with each 1 percent reduction of compaction,
and the well known catastrophic effect of oxidation and stripping of asphalt
products due to interconnected voids that develop below 95 percent
compaction, and the extreme expense of removing and replacing
pavement not compacted to the specified minimum, a nominal deduction
of payment will be applied for under-compacted ARHM pavement. The
bidder in submitting a bid fully accepts the provisions in this Subsection
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712-3.3.3 and agrees that the nominal payment deduction is acceptable
and reasonable for these purposes.
Payment reductions shall be applied to ARHM compacted less than 95
percent (the specified minimum) and greater than 91.9 percent of the
maximum density based on nuclear testing with Part 3 – Test Site
Selection of California Test 375 modified as follows:
A lot shall be one day’s production or other lesser portion of paving as
determined by the City’s Project Representative to be reasonably
contiguous and uninterrupted and deficient in terms of compaction, and a
pull shall be the width between joints as the lot is placed.
Test site selection shall conform to California Test 375, Part 3, except the
number of tests shall be the area of the lot in square feet divided by 400,
or a minimum 20 tests, whichever is greater, and any test site within 1.5
feet of a grade break or pavement joint shall be relocated laterally towards
the center of the pull to 1.5 feet from such joint or grade break.
The mathematical mean average of percent of maximum density
represented by all tests shall be calculated, except any test results outside
of this mean plus two standard deviations based on all tests, shall be
rejected. The mean average shall be calculated directly from the
remaining values. A compensation reduction shall be deducted from the
contract unit price for ARHM for material within any lot determined to be
below minimum relative compaction in conformance with Table 712-
3.3.3A. To compute the compensation reduction, multiply the unit price for
ARHM times the reduced compensation factor corresponding to the mean
average compaction of the lot. Any lot with tests indicating a mean
average compaction of 91.9 percent or less shall be removed and
replaced at the Contractor’s expense.
TABLE 712-3.3.3A
REDUCED COMPENSATION FACTORS
Relative
Compaction
(Percent)
Reduced
Compensation
Factor
Relative
Compaction
(Percent)
Reduced
Compensation
Factor
95.0 0.000 93.4 0.062
94.9 0.002 93.3 0.068
94.8 0.004 93.2 0.075
94.7 0.006 93.1 0.082
94.6 0.009 93.0 0.090
94.5 0.012 92.9 0.098
94.4 0.015 92.8 0.108
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94.3 0.018 92.7 0.118
94.2 0.022 92.6 0.129
94.1 0.026 92.5 0.142
94.0 0.030 92.4 0.157
93.9 0.034 92.3 0.175
93.8 0.039 92.2 0.196
93.7 0.044 92.1 0.225
93.6 0.050 92.0 0.300
93.5 0.056
912-3.4 Intersections
Where asphalt concrete overlay work is required on a through street at an
intersection without a concrete cross gutter, the overlay on the cross street shall
extend to the ECR return where a keycut will be made transverse to the cross
street as noted on the Plan or as directed by the City Inspector. Transverse
keycuts shall be completed from curb to curb.
912-3.5 Sampling
The Engineer will sample the asphalt concrete from the truck bed, paving
machine hopper or mat behind the spreading machine at various intervals. The
contractor shall facilitate the sampling process.
912-3.6 Tack Coat
A Tack Coat shall be furnished and applied to all areas to be surfaced in
accordance with the provisions of the Standard Specifications Section 302-5.4
"Tack Coat," and Section 910 of these specifications.
912-3.7 Rock Dust Blotter
At the option of the engineer, a rock dust blotter may be required. Rock Dust per
Subsection 200-1.2 of the Standard Specifications shall be uniformly applied
using a mechanical spreader at a rate of approximately three pounds per square
yard. The cost of this application will be borne by the contractor.
Lack of uniformity of application of rock dust shall be cause to terminate paving
operations. The rock dust spreader apparatus shall have the capability to allow
the carrier vehicle to back down the new ARHM mat on the rock dust as it is
distributed ahead of the vehicle.
Rock dust shall not be spread until final rolling is complete and pavement
temperatures have dropped below 200 degrees Fahrenheit, except as authorized
by the engineer.
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912-4 MEASUREMENT AND PAYMENT
Measurement and payment of ARHM shall be the same as for asphalt concrete per
Subsection 302-5.9 of the Standard Specifications. Payment for ARHM shall be made at
the contract unit price per ton. Such payment shall be considered full compensation for
furnishing and maintaining all materials, labor, equipment, and all incidentals necessary
to complete the work in accordance with the Standard Specifications and these Special
Provisions.
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SECTION 913
PORTLAND CEMENT/CONCRETE IMPROVEMENTS
(Bid Item Nos. 27A, 32A, 33A, 36A, 37A, and 42A)
913-1 GENERAL
New and existing concrete facilities, including curb, curb and gutter, local depressions,
sidewalk, commercial and private driveways, handicap ramps, stamped and colored
median, concrete cross gutters and spandrels, and other facilities shown on the Plans
shall be removed and replaced or constructed at the locations indicated on the Plans or
as directed by the Engineer. The existing concrete shall be sawcut full depth prior to
excavation. In locations where the curb and gutter were cast monolithically with the
sidewalk, the sawcut shall extend to the full depth required to assure complete
separation of the curb from the sidewalk. Any concrete broken due to the Contractor's
failure to comply with these requirements shall be removed and replaced at the
Contractor's expense.
Where sidewalk, curb, and curb and gutter is to be removed and replaced or
constructed within the same location that has been disturbed by tree roots, and where
roots are found, the base and soil shall be over excavated an additional 12 inches and
any tree roots removed.
913-2 BASE PREPARATION
The existing concrete to be replaced shall be removed and disposed of by the
Contractor in accordance with the construction documents. The existing subgrade shall
be compacted to 90% relative compaction and trimmed to the dimensions shown on the
plans. All work shall comply with Section 300 of the Standard Specifications. Soil
sterilization shall be performed in accordance with Section 301-1.2 of the Standard
Specifications.
913-3 MATERIALS
Concrete shall conform to Section 201 of the Standard Specifications and shall be Class
520-C-2500. Colored stamped concrete shall match the pattern and color of the
existing median.
913-4 CONSTRUCTION
Construction shall conform to Section 303 of the Standard Specifications and the
following standard plans (see Appendix D).
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Concrete Curb SSPWC 120-1, A1-150(6)
Concrete Curb and Gutter SSPWC 120-1, A1-150(6)
Concrete Curb Ramp SSPWC 111-4, Case B, Type 4
Concrete Driveway SSPWC 110-1
Concrete Cross Gutter SSPWC 122-1
Concrete Sidewalk County of Ventura Plate E-3 Rev. E
SSPWC 112-1
SSPWC 113-1
New curb ramps shall include truncated domes in conformance with current standards.
The new concrete facilities shall be placed as marked by the Engineer. The line and
grade of the replaced facilities shall conform to the existing facilities. In most instances,
this will consist of a straight line between existing facilities. The Contractor shall water
test all repaired curbs and gutters, cross gutters, and other repaired drainage facilities in
the presence of the City's Inspector.
Contractor shall protect work until the concrete has cured sufficiently to prevent
vandalism (graffiti inscriptions) to the finished work. Vandalized concrete shall be
removed and replaced at the Contractor's expense.
Where curb or curb and gutter is to be removed and replace adjacent to pavement
which is to remain in place, the asphalt concrete shall be removed at least 24 inches
away from the concrete. After concrete is placed and cured, roadway subgrade shall be
compacted to 90% relative compaction and the void filled with asphalt concrete in lifts
not to exceed 3 inches. A minimum of two lifts shall be used and the top lift shall be 1-
1/2 inches thick. For concrete to be removed but not replaced, the void left shall be
backfilled with clean native material.
After curing has been completed and forms have been removed from the new curb and
gutter or sidewalk, the void between the new concrete and the existing parkway shall be
filled with clean native material and the entire parkway left in a clean and orderly
condition.
Driveways and alley approaches, including curb and gutter section adjacent, shall be
removed and replaced within twenty four (24) hours. Curing time shall be seventy-two
(72) hours.
913-5 PAYMENT
Payment for the various types of concrete improvements shall be paid for on a unit price
basis for each item, as enumerated in the bid proposal. The unit cost of each item shall
include all costs associated with the work including, but not limited to, excavating;
removal of roots; disposal of excavated materials; crushed aggregate base as called for
in the Standard Plans; forming; placing and finishing concrete; stamping and coloring
concrete; placing the appropriate grooving on access ramps; patching of the adjacent
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asphalt concrete; and cleanup. Such payment shall be considered full compensation for
furnishing and maintaining all materials, labor, equipment, and all incidentals necessary
to complete the work in accordance with the Standard Specifications and these Special
Provisions.
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SECTION 914
ADJUST UTILITY AND SURVEY MONUMENT COVERS
(Bid Item No. 35A)
914-1 SCOPE OF WORK
All manhole, utility valve, sewer clean-outs, and survey monument covers shall be
adjusted to finish grade after slurry seal operations are completed as directed by the
Engineer. The work includes manhole frames, grates, covers, utility valve and survey
monument covers. All covers shall be marked and protected as specified herein.
914-2 CONSTRUCTION
The Contractor shall mark, as approved by the Engineer, and completely protect with
heavy plastic or other suitable material, as approved by the Engineer, all utility covers or
other items which are visible on the surface and will be covered by his operations. This
shall be completed prior to the start of that operation, and approved by the Engineer.
For all sewer manhole covers, the Contractor shall ensure that the pick hole is clear of
all asphaltic or fabric materials immediately after each stage of work, thus enabling
identification of any sewer system back-up by the visible presence of effluent. The
Contractor shall also scribe an “X” into the fresh pavement over all utility covers
immediately after each stage of work, to assist crews in locating any covered manhole
or valve.
All manhole, utility valve, and survey monument covers shall be raised to grade after
construction of the final resurfacing materials. The length of time between paving and
the raising of any given cover shall not exceed seven (7) days. Care shall be taken to
keep frames and covers clean. Any materials that have adhered to the frames and
covers shall be removed.
The concrete around the manholes shall be left 1-1/2" lower than the adjacent
pavement. The surface shall be tack coated with 0.10 gallons per square yard and
paved with Type D-3 asphalt concrete. Immediately after placement, the surface shall
be sand sealed.
914-3 MEASUREMENT AND PAYMENT
Measurement and payment for adjusting utility and survey monument covers to finish
grade will be made at the contract unit price per each per type of cover. The above unit
prices include any costs incurred for keeping the sewer manhole cover pick holes clear
and for marking with an “X” the fresh asphalt over manhole covers, and no further
payment will be made for these items. The above contract unit price shall include full
compensation for furnishing all labor, materials, tools, equipment, transportation, and
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incidentals for adjusting utility and survey monument covers in accordance with the
Contract Documents.
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SECTION 915
PROTECT SURVEY MONUMENTATION
(Not a Bid Item)
915-1 GENERAL
The work shall consist of protecting existing survey monumentation both in the existing
pavement area and in existing concrete facilities including sidewalks and curbs. The
existing monumentation to be protected shall include all existing survey monuments;
pipes; railroad spikes; lead and tacks; scribes in concrete; and other survey markers
which may be disturbed by the work. The Contractor shall identify such monuments to
the City, which are not indicated on the plans. The survey monumentation to be
protected shall be verified by the City prior to any work to protect the monument.
915-2 CONSTRUCTION
Where a survey monument will be removed due to this construction, the Contractor
shall save the monuments, markers, and appurtenances. The reinstallation of the
actual monuments and/or property corners will be accomplished by the City's Contract
Surveyor. A forty-eight hour notification to the City is required before removal of a
survey monument tie.
915-3 PAYMENT
No separate payment will be made for work performed or for compliance with the
requirements outlined in this Section, “Special Conditions.”
Full compensation for such work and features shall be considered as included in the
contract unit or lump sum prices bid for other applicable items of work, and no additional
compensation will be allowed therefore.
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SECTION 916
CHAIN LINK FENCES AND GATES
(Bid Item Nos. 40A, 41A)
916-1 GENERAL
Chain link fences and gates shall conform to the specifications of Section 80 Fences of
the 2018 Caltrans Standard Specifications, except as modified herein.
916-2 MATERIALS
The chain link fence fabric, posts, braces, wires, turnbuckles, truss tighteners, truss
rods, stretcher bars, bar bands and other incidental accessories shall be galvanized.
The contractor shall not use materials that are imperfectly galvanized, coated or with
serious abrasions.
All material shall conform to the specification of Section 80-3, “Chain Link Fences” and
details A85, A85A and A85B of the 2018 Caltrans Standard Plans.
916-3 CONSTRUCTION
The contractor shall install the chain link fence and gate in accordance with Section 80-
3.3, “Construction”, of the 2018 Caltrans Standard Specifications. The contractor shall
use Caltrans Standard Plan A85, A85A and A85B details for spacing of posts, tension
wires, diagonal/horizontal bracing, truss rods and any other items as noted on said
details.
916-4 MEASUREMENT AND PAYMENT
Measurement and payment for chain link fences and gates, complete in place, will be
made at the contract unit prices bid for the various bid items shown in the Bid Schedule.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, tools, equipment, materials, transportation and incidentals, and for
doing all the work involved and necessary for construction of chain link fences and
gates, complete in place, as specified in the SSS and these Special Provisions, and as
directed by the Engineer.
Damage of any existing fence, gates, posts or post sleeves as a result of the
construction operations, shall be considered as included in the contract unit lump sum
prices bid for other applicable items of work, and no additional compensation will be
allowed therefore.
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SECTION 917
TRAFFIC SIGNING AND PAVEMENT DELINEATION
(Bid Item Nos. 64A, 65A, and 66A)
917-1 GENERAL
Traffic signing and pavement delineation shall consist of the restoration of the existing
painted traffic striping, reflective and non-reflective raised pavement markers (including
blue hydrant markers), providing traffic signs, temporary lane line delineation. The
Contractor shall locate and reference any existing pavement striping and marking prior
to starting any work at any location if not shown on the striping plans. The pavement
shall be delineated as specified in these Special Provisions, and as directed by the
Engineer.
The traffic signs, traffic paint, raised pavement markers, reflective materials, the
application of new painted striping, and pavement markings, the installation of new
raised pavement markers, and the removal of existing signs, striping, pavement
markings and raised pavement markers shall conform to the provisions in the SSS
Sections: 56, "Overhead Sign Structures, Standards, and Poles"; 82, "Signs and
Markers"; and 84, "Markings"; in addition to the Standard Plans, and these Special
Provisions. The SSS Measurement and Payment clauses are hereby deleted.
917-2 REFLECTIVE AND NON-REFLECTIVE RAISED PAVEMENT MARKERS
Raised pavement markers shall be supplied and be placed in accordance with the SSS
Section 85 and these Special Provisions.
Pavement markers shall be the type and color shown on the Plans, and the work shall
be in conformance with the SSS Subsection 85-1. A materials certificate of compliance
will be required prior to the placement of any markers. Placement of the markers shall
be in conformance with the provisions of the SSS Subsection 82-5. Pavement markers
shall be in place no sooner than fourteen (14) days after the surface course of
pavement has been opened to public traffic.
917-3 PAVEMENT DELINEATION
Striping, pavement legends and symbols shall be thermoplastic, painted and raised
markers as shown on the plans. Striping, pavement legends and symbols shall not be
placed until spotted and the spotting is approved by a City representative.
All paint shall be approved for use in this area by the APCD. Paint shall be applied in
three (3) coats with adequate drying time between applications. The first coat of paint
shall be applied no sooner than seven (7) calendar days after final paving. The second
and third coats shall be placed after the previous coat is dry, and both shall be
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reflectorized. All striping and markings shall be completed within 14 days of completing
the paving.
Striping details, pavement legends and symbols shall conform to those in Caltrans
Standard Plans, current edition. Pavement legends and symbols shall be white, unless
noted otherwise.
All conflicting existing striping and pavement markers, which will not be covered by new
construction, shall be removed by wet sandblasting. Painted lines and markings shall
be removed by wet sandblasting. In areas adjacent to the pavement overlay where
existing striping must be revised to conform to a revised striping pattern on the overlay,
conflicting striping shall be removed by wet sandblasting.
917-4 TRAFFIC SIGNS
All details and dimensions for traffic signs shall conform to the Caltrans Sign
Specifications, Traffic Manual, Maintenance Manual, and Standard Plans and Standard
Specifications. Copies are available from the Caltrans Central Publication Distribution
Unit, 6002 Folsom Boulevard, Sacramento, CA 95819. All signs shall be reflectorized
high intensity sheeting on 0.080 inch thick 5052H38 aluminum. Materials shall be
certified by the manufacturer as meeting all applicable specifications.
Sign posts shall be wide flange metal posts. Sign installation hardware shall be vandal
resistant. Wood posts are not acceptable.
In dirt areas, sign posts shall be embedded 24-inches into an 8-inch diameter by 24-
inch deep PCC foundation. In existing pavement areas, sign posts shall be driven 24-
inches through a core-drilled hole and then grouted in place. In new pavement areas
(paved medians and sidewalks), sign posts shall be driven 24-inches through a 6-inch
diameter pavement sleeve and then grouted in place.
Prior to installation, the Contractor shall verify with the Engineer the precise locations of
all traffic signs.
Traffic signs to be relocated shall be removed and re-set on the existing posts/sleeves
or better. It shall be the Contractor’s responsibility to protect the signs and
posts/sleeves during relocation for their re-use. Signs and posts/sleeves damaged
during relocation shall be replaced at the Contractor’s expense, in accordance with
these Special Provisions.
917-5 TEMPORARY MARKINGS
Temporary pavement delineation shall be furnished, placed, maintained and removed in
accordance with the provisions in the SSS Section 12-3.01, "General," and these
Special Provisions. Nothing herein shall be construed as to reduce the minimum
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standards specified in the Manual of Traffic Controls, or as relieving the Contractor from
his/her responsibility as provided in the SSS Section 7-1.04, "Public Safety."
Lane line and/or centerline pavement delineation where pre-existing or shown to be
installed in like kind shall be provided at all times for traveled ways open to public traffic.
Whenever the work causes obliteration of any pavement delineation, temporary
pavement delineation or permanent traffic stripes delineation of the appropriate color
and detail shall be in place prior to opening the traveled way to public traffic. The
delineation shall be placed in the location shown on the striping plans for permanent
delineation (modified if necessary to provide a proper length transition to an adjacent
Segment).
Existing pavement markers, when no longer required for traffic lane delineation as
directed by the Engineer, shall be removed and disposed of in accordance with the SSS
Section 84-9, "Existing Markings."
Surfaces on which temporary pavement delineation is to be applied shall be cleaned of
all dirt and loose material and shall be dry when the pavement delineation is applied.
All work necessary to establish satisfactory lines for temporary pavement delineation
shall be performed by the Contractor. Temporary pavement delineation that is
damaged from any cause during the progress of the work shall be immediately repaired
or replaced by the Contractor at the Contractor's expense.
Temporary pavement delineation for lane lines and centerlines shall consist of
temporary reflective pavement markers placed and maintained at longitudinal intervals
of not more than 24 feet apart. The interval for multiple left turns through intersections
shall be not more than 10 feet apart. Temporary reflective pavement markers shall be
the same color (yellow to separate opposing traffic or white to separate adjacent lanes
in the same direction) as the lane line or centerline the temporary pavement markers
replace. The temporary reflective pavement markers shall be, at the option of the
Contractor, one of the following or equal:
Temporary Overlay Marker (Types Y and W) manufactured by Davidson Plastics
Company, 18726 East Valley Highway, Kent, Washington 98032, Telephone
(206) 251-8140.
Safe-Hit Temporary Pavement Marker, manufactured by Safe-Hit, Corporation,
930 West Hinton Avenue, Building #11, Hayward, CA 95545.
Swareflex Pavement Marker (Models 3553, 3554, Cat Eyes Nos. 3002 and
3004), manufactured by Swarecon and distributed by Servtech Plastics Inc.,
1714 South California Street, Monrovia, CA 91016, Telephone (818) 359-9248.
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Stimsonite Construction Zone Marker (Model 66), manufactured by Amerace
Corporation, Signal Products Division, 7542 North Natchez Avenue, Niles, IL
60648, Telephone (312) 647-7717.
Flex-O-Lite Raised Construction Marker (RCM), manufactured by Flex-P-Lite,
Lukens Company, P.O. Box 4366, St. Louis, MO 63123-0166, Telephone (800)
325-9525.
3M Scotch-Lane A200 Pavement Marking System (reflective raised pavement
marker on reflective traffic line tape), manufactured by 3M Company, Traffic
Control Materials Division, 223-3N 3M Center, St. Paul, MN 55144.
MV Plastic Chip Seal Marker (1280/1281 Series), manufactured by MV Plastics,
Inc., 533 Collins Avenue, Orange, CA 92667, Telephone (713) 532-1522.
Temporary reflective tape (intersection multiple left turns only).
Temporary reflective pavement markers shall be applied in accordance with the
manufacturer's recommendations. Butyl adhesive pads shall be used to apply
temporary reflective pavement markers to the top layer of permanent surfacing or
existing surfacing.
Temporary pavement delineation shall be maintained until replaced with the planned
permanent pavement striping. When no longer required, temporary pavement
delineation that conflicts with permanent pavement delineation, as determined by the
Engineer, shall be removed and disposed of in accordance with the provisions in
Section 7-1.13 of the SSS, "Disposal of Material Outside the Highway Right of Way."
Full compensation for furnishing, placing, maintaining, and replacing (regardless of the
number of times it is required) temporary pavement delineation, and for removal and
disposal of the temporary reflective pavement markers shall be considered as included
in the contract prices bid paid for the various items of work and no separate payment
shall be made therefore.
Full compensation for removing and disposing of existing or temporary pavement
markers shall be considered as included in the contract unit price bid for asphalt
concrete pavement and no separate payment shall be made therefore.
917-6 THERMOPLASTIC PAVEMENT MARKING MATERIAL
Thermoplastic pavement marking materials and installation shall conform to SSS
Section 84-2. Materials shall consist of extruded alkyd binder thermoplastic in
conformance with State Specification 8010-19A.
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917-7 MEASUREMENT AND PAYMENT
Measurement and payment for traffic signing, striping, and pavement delineation,
complete in place, will be made at the contract unit prices bid for the various bid items
shown in the Bid Schedule.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, tools, equipment, materials, transportation and incidentals, and for
doing all the work involved and necessary for construction of traffic signing and
pavement delineation, complete in place, as specified in the SSS and these Special
Provisions, and as directed by the Engineer.
Full compensation for the installation, removal and disposal of existing and temporary
pavement markers shall be considered as included in the contract unit price bid for
other applicable items of work and no additional compensation will be allowed therefore.
Damage of any signs, posts or post sleeves as a result of the construction operations,
shall be considered as included in the contract unit lump sum prices bid for other
applicable items of work, and no additional compensation will be allowed therefore.
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SECTION 918
DRAINAGE SYSTEMS
(Bid Item Nos. 43A to 47A, 49A to 58A)
918-1 GENERAL
The work performed in connection with drainage systems shall conform to the Standard
Specifications Section 207 “Gravity Pipe” and Section 306 “Open Trench Conduit
Construction”, except as modified within these Special Provisions.
918-2 MATERIALS
918-2.1 Reinforced Concrete Pipe
Reinforced Concrete Pipe shall conform to the specifications of A.S.T.M.
Designation C76 and shall be the class as identified on the project plans.
Portland Cement used in the manufacture of reinforced concrete pipe shall
conform to the requirements of the specifications for Type II Portland Cement,
A.S.T.M. Designation C150.
Tests on reinforced concrete pipe shall be required to determine conformance
with "D" load and reinforcing requirements of these specifications.
Pipe samples for testing shall be furnished, without charge, by the Contractor
one week in advance of construction. The cost of testing the pipe shall be borne
by the Contractor.
One section of pipe from each lot to be used shall be tested in accordance with
the procedures outlined in A.S.T.M. C76. Lots tested shall be marked with the
date made as well as by lot number for shipment to the specific project for which
that lot has been tested. Any pipe arriving on the job without the appropriate
markings shall be rejected and sent back to the supplier until such lot or lots can
be tested and accepted for use.
In lieu of the above testing of reinforced concrete pipe, the Contractor may
submit to the City Engineer the manufacturer's "Certificate of Compliance"
guaranteeing the requirements of A.S.T.M. C76.
918-2.2 Precast Structures
Drainage Inlets noted on the project plans shall be precast and comply with the
requirements of Section 303 “Concrete and Masonry Construction” of the
Standard Specifications. Associated as cross-references as note within Section
303 of the Standard Specifications apply.
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Approved manufactures: Precon Products, Simi Valley, CA
Mid State Concrete Products, Santa Maria, CA
918-2.3 Rip Rap
Riprap stone shall be of the size and weight as designated on the project plans
and shall conform to Section 200-1.6 “Stone for Riprap” of the Standard
Specifications.
918-2.4 Steel Grates and Cast-Iron Lids
Steel grates, frames and lids shall be provided and installed as designated on the
project plans. The materials shall conform to the following:
Steel Grates shall be traffic rated and conform to Section 206-2 “Steel Castings”
of the Standard Specifications.
Drainage Grates and frames shall be galvanized in accordance with Section 210-
3 “Galvanizing” of the Standard Specifications
Manhole frame and cover shall conform to Section 206-3 “Gray Iron and Ductile
Iron Castings” of the Standard Specifications.
918-2.5 Miscellaneous Concrete
Concrete used for headwalls, structures, and concrete collars shall conform to
the requirements as identified in Section 913 “Portland Cement/Concrete
Improvements” of these Special Provisions.
918-3 CONSTRUCTION
The contractor shall use the specifications of Section 306 “Open Trench Conduit
Construction” of the Standard Specifications for the installation of the required items.
The specified section identifies requirements for trenching, backfill, laying pipe, bedding,
and joining pipe.
918-4 MEASUREMENT AND PAYMENT
Measurement and payment for drainage systems, complete in place, will be made at the
contract unit prices bid for the various bid items shown and Bid Schedule Item Nos. 43A
to 47A and 49A to 58A.
Measurement from center of manhole to center of manhole or catch basin, or from
center of manhole to wall of outlet structure as the case may be. Measurement shall be
along a line parallel to the grade of the storm drain.
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The above contract price and payment shall be considered as full compensation for
furnishing all labor, tools, equipment, materials, transportation and incidentals, and for
doing all the work involved and necessary for removal or relocation of items specified in
the Bid Schedule, complete in place, as specified in the SSS and these Special
Provisions, and as directed by the Engineer.
Damage of any items outside the clean payment lines, as a result of the construction
operations, shall be considered as included in the contract prices bid for other
applicable items of work, and no additional compensation will be allowed therefore.
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SECTION 919
RETAINING AND SCREEN WALLS
(Bid Item Nos. 59A to 63A, 68A, 69A)
919-1 GENERAL
The work performed under this section shall comply with the Sections; 201 “Concrete,
Mortar, And Related Materials,” 202 “Masonry Materials,” 303 “Concrete And Masonry
Construction” of the Standard Specifications except as modified herein and on the
project plans.
919-2 MATERIALS
The project plans identify specifications for concrete, mortar, reinforcing steel, block,
drains, expansion joints, sealant, waterproof membrane, etc.
919-3 CONSTRUCTION
The contractor shall install the walls in accordance with the project plans and Section
303 of the Standard Specifications.
919-4 MEASUREMENT AND PAYMENT
Measurement and payment for wall gutter, wall drain, retaining wall (greater than 12 feet
and less than 12 feet) and screen wall, complete in place, will be made at the contract
unit prices bid for the various bid items shown in the Bid Schedule.
Wall gutters measurement will be made linearly along the gutter, whereas wall drains
will be made for each installation.
Wall measurement will be made on a square foot basis of the wall face. The wall face is
defined as the area from the top of the footing to the top of the wall. There will be no
measurement of the wall footing, and all materials required to construct the wall shall be
included within the measurement of the wall face.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, tools, equipment, materials, transportation and incidentals, and for
doing all the work involved and necessary for construction of the items specified in the
Bid Schedule, complete in place, as specified in the SSS and these Special Provisions,
and as directed by the Engineer.
Damage of any items outside the clean payment lines, as a result of the construction
operations, shall be considered as included in the contract prices bid for other
applicable items of work, and no additional compensation will be allowed therefore.
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SECTION 920
RELEASE ON CONTRACT
(Bid Item No. 71A)
920-1 GENERAL
Prior to receiving final payment, the Contractor shall execute a "Release on Contract"
form (included in Appendix "A" of these Specifications) which shall operate as, and shall
be a release to the City, the City Council, and each member of the City Council and
their agents, from all claims and liability to the Contractor for anything done or furnished
for, or relating to, the work or for any act of neglect of the City or of any person relating
to or affecting the work, except the claim against the City for the remainder, if any there
be, of the amounts kept or retained as provided in the SSPWC Subsection 7-3,
"Payment," and except for any unsettled claims listed on said form which have been
filed in compliance with the requirements for making claims.
920-2 PAYMENT
A payment of $1.00 will be made to the Contractor for executing this document.
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SECTION 921
CAST-IN-PLACE CONCRETE (STREET LIGHT)
(Not a Bid Item)
921-1 GENERAL
921-1.1 SUMMARY
A. The CONTRACTOR shall provide cast-in-place concrete, joints in
concrete, reinforcement steel and appurtenant work, formwork, bracing,
shoring, supports, and shall design and construct falsework, complete and
in place, in accordance with the Contract Documents.
Paragraph 1.2B1 applies to California projects only. For projects in
other states, unless similar formwork submittal requirements exist, omit
paragraph 1.2B1.
921-1.2 CONTRACTOR SUBMITTALS
A. Furnish submittals in accordance with Section [01300] [01 33 00] -
Contractor Submittals.
B. Shop Drawings
1. Detailed drawings of the falsework proposed to be used. Such
drawings shall be in sufficient detail to indicate the general layout,
sizes of members, anticipated stresses, grade of materials to be
used in the falsework, and typical soil conditions.
2. Shop bending diagrams, placing lists, and drawings of reinforcing
steel prior to fabrication.
3. Details of the concrete reinforcing steel and concrete inserts shall
be submitted at the earliest possible date after receipt by the
CONTRACTOR of the Notice to Proceed. Details of reinforcing
steel for fabrication and erection shall conform to ACI 315V and the
requirements herein. The shop bending diagrams shall show the
actual lengths of bars, to the nearest inch measured to the
intersection of the extensions (tangents for bars of circular cross
section) of the outside surface. Include bar placement diagrams
which clearly indicate the dimensions of each bar splice.
4. Where mechanical couplers are required or permitted to be used to
splice reinforcing steel, submit manufacturer's literature which
contains instructions and recommendations for installation for each
type of coupler used; certified test reports which verify the load
capacity of each type and size of coupler used; and Shop Drawings
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that show the location of each coupler with details of how they are
to be installed in the formwork.
5. If reinforcement steel is spliced by welding at any location, submit
mill test reports that contain the information necessary for the
determination of the carbon equivalent per AWS D1.4 Structural
Welding Code – Reinforcing Steel. The CONTRACTOR shall
submit a written welding procedure for each type of weld for each
size of bar which is to be spliced by welding; merely a statement
that AWS procedures will be followed is not acceptable. The
CONTRACTOR shall submit certifications of procedure
qualifications for each welding procedure used and welder
qualifications, for each welding procedure, and for each welder
performing the WORK. Such qualifications shall be as specified in
AWS D1.4.
6. Manufacturer's information demonstrating compliance with
requirements of the following:
a. Bearing pads
b. Neoprene sponge
c. Preformed joint filler
d. Backing rod
e. Bond breaker
f. Slip dowels
g. PVC tubing
h. Form ties and related accessories
i. Form gaskets
j. Form release agent
k. List of form materials and locations of use
l. Mill tests for cement
m. Admixture certification. Chloride ion content shall be
included.
n. Aggregate gradation test results and certification
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o. Materials and methods for curing
7. Placement drawings showing the location and type of joints for
each structure.
C. Mix Designs: Prior to beginning the WORK, submit preliminary concrete
mix designs which shall show the proportions and gradations of materials
proposed for each class and type of concrete. The mix designs shall be
checked by an independent testing laboratory acceptable to the
ENGINEER. Costs related to such checking shall be the
CONTRACTOR's responsibility. When a water reducing admixture is to
be used, the CONTRACTOR shall furnish mix designs for concrete both
with and without the admixture.
D. Delivery Tickets: Where ready-mix concrete is used, the CONTRACTOR
shall furnish certified delivery tickets at the time of delivery of each load of
concrete. Each ticket shall show the state certified equipment used for
measuring, and the total quantities, by weight, of cement, sand, each class
of aggregate, admixtures, the amounts of water in the aggregate, added at
the batching plant, and the amount allowed to be added at the Site for the
specific design mix. In addition, each certificate shall state the mix number,
total yield in cubic yards, and the time of day to the nearest minute,
corresponding to the time when the batch was dispatched, when it left the
plant, when it arrived at the Site, when unloading began, and when
unloading was finished.
921-1.3 QUALITY ASSURANCE
A. Testing of Reinforcing Steel
B. If requested by the ENGINEER, the CONTRACTOR shall furnish samples
from each heat of reinforcing steel in a quantity adequate for testing.
Costs of initial tests will be paid by the OWNER. Costs of additional tests,
if material fails initial tests, shall be the CONTRACTOR's responsibility.
C. If requested by the ENGINEER, the CONTRACTOR shall furnish samples
of each type of welded splice used in the WORK in a quantity and of
dimensions adequate for testing. At the discretion of the ENGINEER,
radiographic testing of direct butt welded splices will be performed. The
CONTRACTOR shall provide assistance necessary to facilitate testing.
The CONTRACTOR shall repair any weld that fails to meet the
requirements of AWS D1.4. The costs of testing will be paid by the
OWNER; but the costs of tests that fail to meet requirements shall be the
CONTRACTOR's responsibility.
D. Testing of Materials
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1. Tests on component materials and for compressive strength of
concrete will be performed as indicated herein. Tests for
determining slump will be in accordance with the requirements of
ASTM C 143 - Standard Test Method for Slump of Hydraulic Cement
Concrete.
2. Testing for aggregate shall include sand equivalence, reactivity,
organic impurities, abrasion resistance, and soundness in
accordance with ASTM C 33 - Concrete Aggregates.
3. The cost of laboratory tests on cement, aggregates, and concrete,
will be paid by the OWNER. However, the CONTRACTOR shall
pay the cost of any additional tests and investigations on WORK
that does not meet the Specifications. The laboratory will meet or
exceed the requirements of ASTM C 1077 - Standard Practice for
Laboratories Testing Concrete and Concrete Aggregates for Use in
Construction and Criteria for Laboratory Evaluation.
4. Concrete for testing shall be furnished by the CONTRACTOR at no
cost to the OWNER, and the CONTRACTOR shall assist the
ENGINEER in obtaining samples and disposal and cleanup of
excess material.
Continuous inspection of test specimens and concrete placement may
be required by some jurisdictions.
E. Inspections: Continuous inspection by a special inspector approved by
the local building department having jurisdiction and by the ENGINEER
will be required where necessary to conform, to code requirements. Costs
of the special inspector shall be paid for by the CONTRACTOR.
Inspection reports shall be submitted to the ENGINEER. The special
inspector shall observe the following WORK for conformance with the
Drawings and Specifications:
F. During the preparation and taking of required test specimens.
G. Placing of concrete except sitework concrete fully supported on earth.]
H. Field Compression Tests
1. Compression test specimens shall be taken during construction
from the first placement of each class of concrete herein and at
intervals thereafter as selected by the ENGINEER to insure
continued compliance with these Specifications. Each set of test
specimens will be a minimum of 4 cylinders.
2. Compression test specimens for concrete will be made in
accordance with Section 9.2 of ASTM C 31 - Standard Practice for
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Making and Curing Concrete Test Specimens in the Field.
Specimens will be 6-inches diameter by 12-inches high cylinders.
3. Compression tests will be performed in accordance with ASTM C
39 - Standard Test Method for Compressive Strength of Cylindrical
Concrete Specimens. One test cylinder will be tested at 7 Days and
2 at 28 Days. The remaining cylinder will be held to verify test
results, if needed.
I. Evaluation and Acceptance of Concrete
1. Evaluation and acceptance of the compressive strength of concrete
will be according to the requirements of ACI 318 - Building Code
Requirements for Reinforced Concrete, Chapter 5 "Concrete
Quality", and as indicated herein.
2. If any concrete fails to meet these requirements, immediate
corrective action shall be taken to increase the compressive
strength for subsequent batches of the type of concrete affected.
3. Concrete that fails to meet the ACI requirements and these
Specifications is subject to removal and replacement as part of the
WORK.
J. Construction Tolerances: The CONTRACTOR shall set and maintain
concrete forms and perform finishing operations so that the concrete is
within the tolerances herein. Surface defects and irregularities are defined
as finishes and are to be distinguished from tolerances. Tolerance is the
permissible variation from lines, grades, or dimensions indicated. Where
tolerances are not indicated, permissible deviations will be in accordance
with ACI 117 - Standard Tolerance for Concrete Construction and
Materials.
K. The variation from required lines or grades shall not exceed 1/4-inch in 10-
feet and there shall be no offsets or visible waviness in the finished
surface.
921-1.4 FOUNDATIONS
A. Reinforced cast-in-drilled-hole concrete pile foundations for traffic signal
and lighting standards shall conform to the provisions in Section 49-3.02
“Cast-In-Drilled-Hole Concrete Piling” of the Standard Specifications
B. Portland cement concrete for foundations shall conform to Section 90-2,
"Minor Concrete", of the Caltrans Specifications and shall contain not less
than 470 pounds of cement per cubic yard, except concrete for reinforced
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pile foundations and spread footings (if required) shall contain not less
than 564 pounds of cement per cubic yard.
C. Where existing foundations are removed, they shall be removed
completely. When a foundation is removed, the excavated portion shall
be filled with 1 sack sand slurry.
D. Where equipment is to be located at the right-of-way line, the edge of the
foundation shall be coincident with the right-of-way line, and no part of
foundation shall be located outside the right-of-way.
E. Wherever existing concrete sidewalk (that is not designated for demolition)
must be removed for foundation or conduit installation, sawcuts shall be
made on existing weakened plane joints or in a manner approved by the
City’s Representative. In no case shall concrete sidewalk be saw cut and
removed so that less than one square remains. In areas where new
standards are designated to be constructed, existing pavement shall be
saw cut and removed, the foundations and standards installed to grade
and temporary pavement placed and maintained until permanent facilities
are constructed.
F. The center points of foundations shall be staked according to the
dimensions shown on the plans. The exact location of all foundations for
signal and lighting equipment shall be approved by City’s Representative
prior to the start of any excavation work.
921-2 PRODUCTS
921-2.1 FORM AND FALSEWORK MATERIALS
A. Except as otherwise expressly accepted by the ENGINEER, lumber for
use as forms, shoring, or bracing shall be new material.
B. Materials for concrete forms, formwork, and falsework shall conform to the
following requirements:
1. Lumber shall be Douglas Fir or Southern Yellow Pine, construction
grade or better, in conformance with U.S. Product Standard PS 20 -
American Softwood Lumber Standard.
2. Plywood for concrete formwork shall be new, waterproof, synthetic
resin bonded, exterior type Douglas Fir or Southern Yellow Pine
plywood manufactured especially for concrete formwork and shall
conform to the requirements of PS 1 - Construction and Industrial
Plywood for Concrete Forms, Class I, and shall be edge sealed.
3. Form materials shall be metal, wood, plywood, or other material
that will not adversely affect the concrete and will facilitate
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placement of concrete to the shape, form, line, and grade required.
Metal forms shall be an approved type that will accomplish such
results. Wood forms for surfaces to be painted shall be Medium
Density Overlaid plywood, MDO Ext. Grade.
C. Unless otherwise indicated, exterior corners in concrete members shall be
provided with 3/4-inch chamfers or be tooled to a 1/2-inch radius. Re-
entrant corners in concrete members shall not have fillets unless
otherwise indicated.
D. Forms and falsework to support the roof and floor slabs shall be designed
for the total dead load, plus a live load of 50 psf (minimum). The minimum
design load for combined dead and live loads shall be 100 psf.
921-2.2 FORM TIES
A. Form ties shall be provided with a plastic cone or other suitable means for
forming a conical hole to insure that the form tie may be broken off back of
the face of the concrete. The maximum diameter of removable cones for
rod ties or other removable form-tie fasteners having a circular cross-
section shall not exceed 1-1/2 inches; and such fasteners shall be such as
to leave holes of regular shape for reaming. Form ties shall be Wrench
Head Snap Ties by MeadowBurke, Snap Ties by Dayton/Richmond, or
equal.
B. Removable taper ties may be used when approved by the ENGINEER.
Taper ties shall be Taper Ties by MeadowBurke, Taper Ties by
Dayton/Richmond, or equal.
921-2.3 REINFORCEMENT STEEL
A. General: Reinforcement steel for cast-in-place reinforced concrete
construction shall conform to the following requirements:
1. Bar reinforcement shall conform to the requirements of ASTM A
615 - Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement, for Grade 60 Billet Steel Reinforcement, unless
otherwise indicated.
2. Welded wire fabric reinforcement shall conform to the requirements
of ASTM A 185 - Steel Welded Wire Fabric, Plain, for Concrete
Reinforcement, and the details indicated. Welded wire fabric with
longitudinal wire of W4 size wire and smaller shall be either
furnished in flat sheets or in rolls with a core diameter of not less
than 10-inches. Welded wire fabric with longitudinal wires larger
than W4 size shall be furnished in flat sheets only.
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3. Spiral reinforcement shall be cold-drawn steel wire conforming to
the requirements of ASTM A 82 - Steel Wire, Plain, for Concrete
Reinforcement.
B. Accessories
1. Accessories shall include necessary chairs, slab bolsters, concrete
blocks, tie wires, dips, supports, spacers, and other devices to
position reinforcement during concrete placement. Bar supports
shall meet the requirements of the CRSI Manual of Standard
Practice including special requirements for supporting epoxy coated
reinforcing bars. Wire bar supports shall be CRSI Class 1 for
maximum protection with a 1/8-inch minimum thickness of plastic
coating which extends at least 1/2-inch from the concrete surface.
Plastic shall be gray in color.
2. Concrete blocks (dobies) used to support and position
reinforcement steel shall have the same or higher compressive
strength than required for the concrete in which they are located.
Where concrete blocks are used on concrete surfaces exposed to
view, the color and texture of the concrete blocks shall match that
required for the finished surface. Wire ties shall be embedded in
concrete block bar supports.
C. Epoxy coating for reinforcing and accessories, where indicated, shall
conform to ASTM A 775 - Epoxy Coated Reinforcing Steel Bars.
921-2.4 MECHANICAL COUPLERS
A. Mechanical couplers shall be provided where indicated and where
approved by the ENGINEER. Couplers shall develop a tensile strength
that exceeds 125 percent of the yield strength of the reinforcing bars being
spliced at each splice.
921-2.5 WELDED SPLICES
A. Welded splices shall be provided where indicated and where approved by
the ENGINEER. Welded splices of reinforcement steel shall develop a
tensile strength exceeding 125 percent of the yield strength of the
reinforcing bars that are connected.
B. Materials required to perform the welded splices to the requirements of
AWS D1.4 shall be provided.
921-2.6 CONCRETE MATERIALS
A. Materials shall be delivered, stored, and handled so as to prevent damage
by water or breakage. Only one brand of cement shall be used. Cement
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reclaimed from cleaning bags or leaking containers shall not be used.
Cement shall be used in the sequence of receipt of shipments.
B. Materials for the WORK shall comply with the requirements of Sections
201, 203, and 204 of ACI 301- Structural Concrete for Buildings, as
applicable.
C. Storage of materials shall conform to the requirements of Section 205 of
ACI 301.
D. Materials for concrete shall conform to the following requirements:
1. Cement shall be standard brand Portland cement conforming to
ASTM C 150 - Portland Cement for Type II or Type V.
2. Water shall be potable, clean, and free from objectionable
quantities of silty organic matter, alkali, salts, and other impurities.
The water shall be considered potable, for the purposes of this
Section only, if it meets the requirements of the local governmental
agencies. Agricultural water with high total dissolved solids (over
1000 mg/l TDS) shall not be used.
3. Aggregates shall be obtained from pits acceptable to the
ENGINEER, shall be non-reactive, and shall conform to ASTM C 33.
Maximum size of coarse aggregate shall be as indicated. Lightweight
sand for fine aggregate will not be permitted.
4. Ready-mix concrete shall conform to the requirements of ASTM C
94 - Ready-Mixed Concrete.
5. Air-entraining agent meeting the requirements of ASTM C 260 – Air
Entraining Admixtures for Concrete shall be used. Concrete floors
to receive a dry-shake floor hardener shall have an air content not
to exceed 3 percent. The OWNER reserves the right, at any time,
to sample and test the air-entraining agent. The air-entraining agent
shall be added to the batch in a portion of the mixing water. The
solution shall be batched by means of a mechanical batcher
capable of accurate measurement. Air content shall be tested at
the point of placement. Air entraining agent shall be Micro-Air by
Master Builders, Daravair by W.R. Grace, Sika AEA-15 by Sika
Corporation, or equal.
6. Admixtures: Admixtures may be added at the CONTRACTOR's
option to control the set, affect water reduction, and increase
workability. In either case, the addition of an admixture shall be at
the CONTRACTOR's expense. The use of an admixture shall be
subject to acceptance by the ENGINEER. Concrete containing an
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admixture shall be first placed at a location determined by the
ENGINEER. If the use of an admixture is producing an inferior end
result, the CONTRACTOR shall discontinue use of the admixture.
Admixtures shall conform to the requirements of ASTM C 494 -
Chemical Admixtures for Concrete. The required quantity of cement
shall be used in the mix regardless of whether or not an admixture
is used. Admixtures shall contain no free chloride ions, shall be
non-toxic after 30 Days, and shall be compatible with and made by
the same manufacturer as the air entraining admixture.
a. Concrete shall not contain more than one water-reducing
admixture. Concrete containing an admixture shall be first
placed at a location determined by the ENGINEER.
b. Set controlling admixture may be either with or without
water-reducing properties. Where the air temperature at the
time of placement is expected to be consistently over 80
degrees F, a set retarding admixture such as Plastocrete
161 MR by Sika Corporation, Pozzolith 300R by BASF,
Daratard by Grace Construction Products, or equal shall
be used. Where the air temperature at the time of
placement is expected to be consistently under 40 degrees,
a set accelerating admixture such as Plastocrete 161FL by
Sika Corporation, MasterSet FP 20 by BASF, Polarset by
Grace Construction Products, or equal shall be used.
c. Normal range water reducer shall conform to ASTM C 494,
Type A. It shall be WRDA 79 by Grace Construction
Products, Pozzolith 322-N by BASF, Plastocrete 161 by
Sika Corporation, or equal. The quantity of admixture used
and the method of mixing shall be in accordance with the
manufacturer's instructions and recommendations.
7. Calcium Chloride: Calcium chloride will not be permitted in
concrete.
921-2.7 CURING MATERIALS
A. Materials for curing concrete shall conform to the following requirements
and ASTM C 309 - Liquid Membrane-Forming Compounds for Curing
Concrete:
1. Curing compounds shall be white-pigmented and resin-based.
Sodium silicate compounds shall not be allowed. Concrete curing
compound shall be Kurez VOX White Pigmented by Euclid
Chemical Company, Cure R-2 by L&M Construction Chemicals,
1200-White by W.R. Meadows, or equal. When curing compound
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must be removed for finishes or grouting, curing compounds shall
be Kurez DR VOX by Euclid Chemical Company, Masterkure-
100W by ChemRex MBT, L&M Cure R by L&M Construction
Chemicals, 1100-Clear by WR Meadows, or equal. Curing
compounds shall meet local VOC requirements.
2. Polyethylene sheet for use as concrete curing blanket shall be
white and shall have a nominal thickness of 6-mils. The loss of
moisture when determined in accordance with the requirements of
ASTM C 156 - Standard Test Method for Water Retention by
Concrete Curing Materials, shall not exceed 0.055 grams per
square centimeter of surface.
3. Evaporation retardant shall be a material such as MasterKure ER
50 by BASF/Master Builders, Eucobar by Euclid Chemical
Company, E-CON by L&M Construction Chemicals, Inc., or
equal.
921-2.8 JOINT MATERIALS
A. Materials for joints in concrete shall conform to the following requirements:
1. Joint filler material shall be of the preformed non-extruding type
joint filler constructed of cellular neoprene sponge rubber or
polyurethane of firm texture. Bituminous fiber type will not be
permitted. Non-extruding and resilient-type preformed expansion
joint fillers shall conform to the requirements and tests set forth in
ASTM D 1752 - Preformed Sponge Rubber and Cork Expansion
Joint Fillers for Concrete Paving and Structural Construction; for
Type I, except as otherwise indicated.
2. Elastomeric joint sealer shall conform to the requirements of
Sealants and Caulking.
3. Mastic joint sealer shall be a material that does not contain
evaporating solvents; that will tenaciously adhere to concrete
surfaces; that will remain permanently resilient and pliable; that will
not be affected by continuous presence of water and will not in any
way contaminate potable water; and that will effectively seal the
joints against moisture infiltration even when the joints are subject
to movement due to expansion and contraction. The sealer shall
be composed of special asphalts or similar materials blended with
lubricating and plasticizing agents to form a tough, durable mastic
substance containing no volatile oils or lubricants and shall be
capable of meeting the test requirements set forth hereinafter, if
testing is required by the ENGINEER.
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921-2.9 MISCELLANEOUS MATERIALS
A. Dampproofing agent shall be an asphalt emulsion such as Hydrocide 600
by ChemRex Sonneborn, Emulsified Asphalt by Euclid Chemical
Company, Sealmastic by W. R. Meadows Inc., or equal.
B. Epoxy adhesives shall be the following products:
1. For bonding freshly-mixed, plastic concrete to hardened concrete,
Sikadur 32 Hi-Mod Epoxy Adhesive by Sika Corporation,
MasterEmaco ADH 326 by BASF/Master Builders; BurkEpoxy
MV by Burke by Edoco, or equal.
2. For bonding hardened concrete or masonry to steel, Sikadur 31 Hi-
Mod Gel by Sika Corporation, BurkEpoxy NS by Burke by
Edoco, Concresive Paste (LPL) by Chem Rex MBT; or equal.
C. Epoxy grout for grouting reinforcing bars shall be specifically formulated
for such application, for the moisture condition, application temperature,
and orientation of the hole to be filled. Epoxy grout shall meet the
requirements in Grouting.
921-2.10 CONCRETE DESIGN REQUIREMENTS
A. General
1. Concrete shall be composed of cement, admixtures, aggregates,
and water of the qualities indicated. In general, the mix shall be
designed to produce a concrete capable of being deposited so as
to obtain maximum density and minimum shrinkage, and where
deposited in forms, to have good consolidation properties and
maximum smoothness of surface. The proportions shall be
changed whenever necessary or desirable to meet the required
results at no additional cost to the OWNER. Mix changes shall be
subject to review by the ENGINEER.
2. The CONTRACTOR is cautioned that the limiting parameters below
are NOT a mix design. Admixtures may be required to achieve
workability required by the CONTRACTOR's construction methods
and aggregates. The CONTRACTOR is responsible for providing
concrete with the required workability.
B. Water-Cement Ratio and Compressive Strength: The minimum
compressive strength and cement content of concrete shall be not less
than the following tabulation.
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Type of
Work
Class of
Concrete
Min 28-Day
Compressiv
e Strength,
psi
Max Size
Aggregate
in
Cement
Content
Per cu
yd, lbs
Max W/C
Ratio
(by
weight)
Structural
concrete
4,000 1 564 to
600
0.45
Sitework
concrete
3,000 1 470 (min) 0.50
Lean
concrete
2,000 1 376 (min) 0.60
921-2.11 CONSISTENCY
A. Consistency of the concrete in successive batches shall be determined by
slump tests in accordance with ASTM C 143. The slumps shall be as
follows:
Part of Work Slump (in
All concrete unless indicated otherwise 3-inches plus or minus 1-inch
Ductbank and pipe encasement 5-inches plus or minus 1-inch
921-2.12 MEASUREMENT OF CEMENT AND AGGREGATE
A. The amount of cement and of each separate size of aggregate entering
into each batch of concrete shall be determined by direct weighing
equipment furnished by the CONTRACTOR and acceptable to the
ENGINEER; provided that, where batches are so proportioned as to
contain an integral number of conventional sacks of cement and the
cement is delivered at the mixer in the original unbroken sacks, the weight
of the cement contained in each sack may be taken without weighing as
94 pounds.
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921-2.13 MEASUREMENT OF WATER
A. The quantity of water entering the mixer shall be measured by a suitable
water meter or other measuring device of a type acceptable to the
ENGINEER and capable of measuring the water in variable amounts
within a tolerance of one percent.
921-2.14 READY-MIXED CONCRETE
A. At the CONTRACTOR'S option, ready-mixed concrete may be used if it
meets the requirements as to materials, batching, mixing, transporting,
placing, the supplementary requirements as required herein, and is in
accordance with ASTM C 94.
B. Ready-mixed concrete shall be delivered to the WORK, and discharge
shall be completed within one hour after the addition of the cement to the
aggregates or before the drum has been revolved 250 revolutions,
whichever comes first. In hot weather, under conditions contributing to
quick stiffening of the concrete, or when the temperature of the concrete is
85 degrees F or above, the time between the introduction of the cement to
the aggregates and discharge shall not exceed 45 minutes.
C. Truck mixers shall be equipped with electrically-actuated counters by
which the number of revolutions of the drum or blades may be readily
verified. The counter shall be of the resettable, recording type, and shall
be mounted in the driver's cab. The counter shall be actuated at the time
of starting the mixer at mixing speed.
D. Each batch of concrete shall be mixed in a truck mixer for not less than 70
revolutions of the drum or blades at the rate of rotation designated by the
manufacturer of equipment. Additional mixing, if any, shall be at the
speed designated by the manufacturer of the equipment as agitating
speed. Materials including mixing water shall be in the mixer drum before
actuating the revolution counter for determining the number of revolutions
of mixing.
E. Each batch of ready-mixed concrete delivered to the WORK shall be
accompanied by a delivery ticket furnished to the ENGINEER in
accordance with the requirements above.
1. The use of non-agitating equipment for transporting ready-mixed
concrete will not be permitted. Combination truck and trailer
equipment for transporting ready-mixed concrete will not be
permitted. The quality and quantity of materials used in ready-
mixed concrete and in batch aggregates shall be subject to
continuous inspection at the batching plant by the ENGINEER.
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921-2.15 REFERENCE SPECIFICATIONS
A. Small Samples:
1. Two 72-inch by 72-inch samples of precast concrete unit finish shall
be submitted, as required for the project. Each sample shall show
matrix color, surface color, surface texture, and panel back finish.
2. The face of each sample shall contain at least two areas of
approved size and shape which have been chipped out and then
patched and repaired and one form joint; the color, texture and
appearance of patched areas and form joint shall match that of
adjacent surface.
3. Samples will be inspected for color and texture match to the
samples selected by the ENGINEER, uniformity of color and texture
throughout the panel and acceptability of patching and joint
treatment. Exposed face of samples shall be tested for
efflorescence in accordance with ASTM C 67; rating shall not be
more than "slightly effloresced."
4. If the ENGINEER rules a sample, or samples, to be unacceptable,
the CONTRACTOR shall fabricate and resubmit additional
samples.
5. When approved, one sample will be kept at the ENGINEER's field
office and the other shall be picked up by the CONTRACTOR and
returned to the manufacturing plant. These sample panels will be
used as a comparison to judge acceptability of the full-size panel
samples and, where necessary, the production precast units.
B. Full-Size Panel Samples at Manufacturing Plant:
1. After the small samples and Shop Drawings have been approved,
and prior to fabricating panels for the project, a full-size panel of
specified color and each finish shall be produced and erected at the
manufacturing plant for inspection and approval by the ENGINEER.
2. The full-size panels shall be fabricated utilizing tools, forms,
materials and techniques proposed and the dimensions, profile
cross section, color and texture required for the project. Panels will
be inspected for color and texture to match approved samples,
uniformity of color and texture throughout the panel, accuracy and
sharpness of shape, acceptability of patched and repaired areas,
and form joint treatment.
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3. If the ENGINEER rules a sample to be unacceptable, the
CONTRACTOR shall fabricate additional revised panel(s). When
approved, panels shall be preserved, remain at the plant, and
become the job standard against which all panels will be compared
as they come off the production line.
C. Full-Size Panel Samples at Project Site: From the first loads of
acceptable panels for the Project, the ENGINEER will select one panel of
each texture which is scheduled to be erected in a prominent location. If
the ENGINEER chooses, panels may be selected from a later load. The
selected panel(s) together with the 72-inch by 72-inch panel kept at the
ENGINEER's field office, will become the Site standard against which all
panels will be compared.
D. Mix Proportions: Prior to commencing operations, including fabrications of
the precast for any mock-up, a statement shall be submitted giving the
nominal maximum aggregate size and proportions of all ingredients that
will be used in the manufacture of concrete. The statement shall include
test results from an approved testing laboratory, certifying that the
proportions selected will produce concrete of the properties required. No
substitutions shall be made in materials used in the concrete mix without
approval and additional tests to verify that the concrete properties are
satisfactory. A copy shall be submitted of concrete mix with each set of
samples.
E. Test Reports: Tests for compressive strength of concrete shall be
performed by an independent commercial testing laboratory. Copies of
test reports including all test data and all test results shall be submitted.
F. Certificates of Compliance: Certificates of compliance shall be submitted
attesting that materials and products meet or exceed specified
requirements.
G. Manufacturer's Qualifications: Prior to commencing operations, a
statement shall be submitted giving the qualifications of the precast
concrete manufacturer, and evidence that the manufacturer and plant are
PCI certified.
921-3 EXECUTION
921-3.1 GENERAL FORMWORK REQUIREMENTS
A. Forms to confine the concrete and shape it to the required lines shall be
used wherever necessary. The CONTRACTOR shall assume full
responsibility for the adequate design of forms, and any forms that are
unsafe or inadequate in any respect shall promptly be removed from the
WORK and replaced. A sufficient number of forms of each kind shall be
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available to permit the required rate of progress to be maintained. The
design and inspection of concrete forms, falsework, and shoring shall
comply with applicable local, state and federal regulations. Design,
construction, maintenance, preparation, and removal of forms shall be in
accordance with ACI 347 - Guide to Formwork for Concrete and the
requirements herein.
B. Forms shall be true in every respect to the required shape and size, shall
conform to the established alignment and grade, and shall be of sufficient
strength and rigidity to maintain their position and shape under the loads
and operations incident to placing and vibrating the concrete.
921-3.2 CONSTRUCTION
A. Vertical Surfaces: Vertical surfaces of concrete members shall be formed,
except where placement of the concrete against the ground is indicated.
Not less than 1-inch of concrete shall be added to the indicated thickness
of a concrete member where concrete is permitted to be placed against
trimmed ground in lieu of forms. Permission to do this on other concrete
members will be granted only for members of comparatively limited height
and where the character of the ground is such that it can be trimmed to
the required lines and will stand securely without caving or sloughing until
the concrete has been placed.
B. Construction Joints: Concrete construction joints will not be permitted at
locations other than those indicated, except as may be acceptable to the
ENGINEER. When a second lift is placed on hardened concrete, special
precautions shall be taken in the way of the number, location, and
tightening of ties at the top of the old lift and bottom of the new to prevent
any unsatisfactory affect whatsoever on the concrete. Pipe stubs and
anchor bolts shall be set in the forms where required.
C. Form Ties
1. Embedded Ties: Wire ties for holding forms will not be permitted.
No form-tying device or part thereof, other than metal, shall be left
embedded in the concrete. Ties shall not be removed in such
manner as to leave a hole extending through the interior of the
concrete members. The use of snap-ties which cause spalling of
the concrete upon form stripping or tie removal will not be
permitted. If steel panel forms are used, rubber grommets shall be
provided where the ties pass through the form in order to prevent
loss of cement paste. Where metal rods extending through the
concrete are used to support or to strengthen forms, the rods shall
remain embedded and shall terminate not less than 1-inch back
from the formed face or faces of the concrete.
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2. Removable Ties: Where taper ties are approved for use, after the
taper tie is removed, the hole shall be thoroughly cleaned and
roughened for bond. A precast neoprene or polyurethane tapered
plug shall be located at the wall centerline. The hole shall be
completely filled with non-shrink or regular cement grout. Exposed
faces of walls shall have at least the outer 2-inches of the exposed
face filled with a cement grout which shall match the color and
texture of the surrounding wall surface.
921-3.3 REUSE OF FORMS
A. Forms may be reused only if in good condition and only if acceptable to
the ENGINEER. Light sanding between uses will be required wherever
necessary to obtain uniform surface texture on exposed concrete
surfaces. Exposed concrete surfaces are defined as surfaces which are
permanently exposed to view.
921-3.4 REMOVAL OF FORMS
A. Careful procedures for the removal of forms shall be strictly followed, and
this WORK shall be done with care so as to avoid injury to the concrete.
No heavy loading on green concrete will be permitted. Members which
must support their own weight shall not have their forms removed until
they have attained at least 75 percent of the 28-Day strength of the
concrete. Forms for vertical walls and columns shall remain in place at
least 48 hours after the concrete has been placed. Forms for parts of the
WORK not specifically mentioned herein shall remain in place for periods
of time as recommended in ACI 347.
921-3.5 GENERAL REINFORCEMENT REQUIREMENTS
A. Reinforcement steel, welded wire fabric, couplers, and other
appurtenances shall be fabricated, and placed in accordance with the
requirements of the Building Code and the supplementary requirements
indicated herein.
921-3.6 FABRICATION
A. General
1. Reinforcement steel shall be accurately formed to the dimensions
and shapes indicated, and the fabricating details shall be prepared
in accordance with ACI 315 and ACI 318, except as modified by the
Drawings.
2. The CONTRACTOR shall fabricate reinforcement bars for
structures in accordance with bending diagrams, placing lists, and
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placing drawings. Said drawings, diagrams, and lists shall be
prepared by the CONTRACTOR.
3. Unless otherwise indicated, dowels shall match the size and
spacing of the spliced bar.
B. Bending or Straightening: Reinforcement shall not be straightened or
rebent in a manner that will injure the material. Bars shall be bent or
straight as indicated. Do not use bends different from the bends indicated.
Bars shall be bent cold unless otherwise permitted by the ENGINEER. No
bars partially embedded in concrete shall be field-bent except as indicated
or specifically permitted by the ENGINEER.
921-3.7 PLACING
A. Reinforcement steel shall be accurately positioned as indicated and shall
be supported and wired together to prevent displacement, using annealed
iron wire ties or suitable clips at intersections. Reinforcement steel shall
be supported by concrete, plastic or metal supports, spacers or metal
hangers that are strong and rigid enough to prevent any displacement of
the reinforcement steel. Where concrete is to be placed on the ground,
supporting concrete blocks (or dobies) shall be used in sufficient numbers
to support the bars without settlement, but in no case shall such support
be continuous. Concrete blocks used to support reinforcement steel shall
be tied to the steel with wire ties which are embedded in the blocks. For
concrete over formwork, the CONTRACTOR shall provide concrete,
metal, plastic, or other acceptable bar chairs and spacers.
B. The portions of accessories in contact with the formwork shall be made of
concrete, plastic, or steel coated with a 1/8-inch minimum thickness of
plastic which extends at least 1/2-inch from the concrete surface. Plastic
shall be gray in color.
C. Tie wires shall be bent away from the forms in order to provide the
required concrete coverage.
D. Bars additional to those indicated which may be found necessary or
desirable by the CONTRACTOR for the purpose of securing reinforcement
in position shall be provided by the CONTRACTOR as part of the WORK.
E. Unless otherwise indicated, reinforcement placing tolerances shall be
within the limits specified in Section 7.5 of ACI 318 except where in
conflict with the requirements of the Building Code.
F. The minimum spacing requirements of ACI 318 shall be followed for
reinforcing steel.
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G. Welded wire fabric reinforcement placed over horizontal forms shall be
supported on slab bolsters having gray, plastic-coated standard type legs.
Slab bolsters shall be spaced not more than 30-inches on centers, shall
extend continuously across the entire width of the reinforcing mat, and
shall support the reinforcing mat in the plane indicated.
H. Welded wire fabric placed over the ground shall be supported on wired
concrete blocks (dobies) spaced not more than 3-feet on centers in any
direction. The construction practice of placing welded wire fabric on the
ground and hooking into place in the freshly placed concrete shall not be
used.
921-3.8 SPLICING
A. General: Reinforcement bar splices shall only be used at locations
indicated. When it is necessary to splice reinforcement at points other
than where indicated, the character of the splice shall be reviewed and
accepted by the ENGINEER.
B. Splices of Reinforcement
1. The length of lap for reinforcement bars, unless otherwise
indicated, shall be in accordance with ACI 318, Section 12.15.1 for
a Class B splice.
2. Welded splices shall be performed in accordance with AWS D1.4.
3. Laps of welded wire fabric shall be in accordance with the ACI 318.
Adjoining sheets shall be securely tied together with No. 14 tie wire,
one tie for each 2 running feet. Wires shall be staggered and tied
in such a manner that they cannot slip.
921-3.9 CLEANING AND PROTECTION
A. Reinforcement steel shall always be protected from conditions conductive
to corrosion until concrete is placed around it.
B. The surfaces of reinforcement steel and other metalwork to be in contact
with concrete shall be thoroughly cleaned of dirt, grease, loose scale and
rust, grout, mortar, and other foreign substances immediately before the
concrete is placed. Where there is delay in depositing concrete,
reinforcing shall be reinspected and, if necessary recleaned.
921-3.10 PROPORTIONING AND MIXING
A. Proportioning: Proportioning of the concrete mix shall conform to the
requirements of Chapter 3 "Proportioning" of ACI 301.
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B. Mixing: Mixing of concrete shall conform to the requirements of Chapter 7
ACI 301.
C. Slump: Slumps shall be as indicated herein.
D. Retempering: Retempering of concrete or mortar which has partially
hardened shall not be permitted.
921-3.11 PREPARATION OF SURFACES FOR CONCRETING
A. General: Earth surfaces shall be thoroughly wetted by sprinkling prior to
the placing of any concrete, and these surfaces shall be kept moist by
frequent sprinkling up to the time of placing concrete thereon. The surface
shall be free from standing water, mud, and debris at the time of placing
concrete.
B. Joints in Concrete: Concrete surfaces upon or against which concrete is
to be placed, where the placement of the concrete has been stopped or
interrupted so that, as determined by the ENGINEER, the new concrete
cannot be incorporated integrally with that previously placed, are defined
as construction joints. The surfaces of horizontal joints shall be given a
compacted, roughened surface for good bonding. Except where the
Drawings call for joint surfaces to be coated, the joint surfaces shall be
cleaned of laitance, loose or defective concrete, and foreign material, and
be roughened to a minimum 1/4-inch amplitude. Such cleaning and
roughening shall be accomplished by hydroblasting. Pools of water shall
be removed from the surface of construction joints before the new
concrete is placed.
C. Placing Interruptions: When placing of concrete is to be interrupted long
enough for the concrete to take a set, the working face shall be given a
shape by the use of forms or other means, that will secure proper union
with subsequent WORK; provided that construction joints shall be made
only where acceptable to the ENGINEER.
D. Embedded Items
1. No concrete shall be placed until formwork, installation of parts to
be embedded, reinforcement steel, and preparation of surfaces
involved in the placing have been completed and accepted by the
ENGINEER at least 4 hours before placement of concrete.
Surfaces of forms and embedded items that have become
encrusted with dried grout from previous usage shall be cleaned
before the surrounding or adjacent concrete is placed.
2. Reinforcement, anchor bolts, sleeves, inserts, and similar items
shall be set and secured in the forms at locations indicated or by
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Shop Drawings and shall be acceptable to the ENGINEER before
any concrete is placed. Accuracy of placement is the responsibility
of the CONTRACTOR.
E. Casting New Concrete Against Old: Where concrete is to be cast against
old concrete (defined as any concrete which is greater than 60 Days of
age), the surface of the old concrete shall be thoroughly cleaned and
roughened by hydroblasting (exposing aggregate) prior to the application
of an epoxy bonding agent. Application shall be according to the bonding
agent manufacturer's instructions and recommendations.
F. No concrete shall be placed in any structure until water entering the space
to be filled with concrete has been properly cut off or has been diverted by
pipes, or other means, and carried out of the forms, clear of the WORK.
No concrete shall be deposited underwater nor shall the CONTRACTOR
allow still water to rise on any concrete until the concrete has attained its
initial set. Water shall not be permitted to flow over the surface of any
concrete in such manner and at such velocity as will injure the surface
finish of the concrete. Pumping or other necessary dewatering operations
for removing ground water, if required, shall be subject to the review of the
ENGINEER.
G. Corrosion Protection: Pipe, conduit, dowels, and other ferrous items
required to be embedded in concrete construction shall be so positioned
and supported prior to placement of concrete that there will be a minimum
of 2-inches clearance between said items and any part of the concrete
reinforcement. Securing such items in position by wiring or welding them
to the reinforcement will not be permitted.
H. Openings for pipes, inserts for pipe hangers and brackets, and anchors
shall, where practicable, be provided for during the placing of concrete.
I. Anchor bolts shall be accurately set and shall be maintained in position by
templates while being embedded in concrete.
921-3.12 HANDLING, TRANSPORTING, AND PLACING
A. General: Placing of concrete shall conform to the applicable requirements
of Chapter 8 of ACI 301 and the requirements of this Section. No
aluminum materials shall be used in conveying any concrete.
B. Non-Conforming WORK or Materials: Concrete which during or before
placing is found not to conform to the requirements indicated herein shall
be rejected and immediately removed from the WORK. Concrete which is
not placed in accordance with these Specifications or which is of inferior
quality shall be removed and replaced.
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C. Unauthorized Placement: No concrete shall be placed except in the
presence of a duly authorized representative of the ENGINEER. The
CONTRACTOR shall notify the ENGINEER in writing at least 24 hours in
advance of placement of any concrete.
D. Placement in Wall and Column Forms
1. Concrete shall not be dropped through reinforcement steel or into
any deep form nor shall concrete be placed in any form in such a
manner as to leave accumulation of mortar on the form surfaces
above the placed concrete. In such cases, some means such as
the use of hoppers and, if necessary, vertical ducts of canvas,
rubber, or metal shall be used for placing concrete in the forms in a
manner that it may reach the place of final deposit without
separation. In no case shall the free fall of concrete exceed 4-feet
in walls and 8-feet in columns below the ends of ducts, chutes, or
buggies. Concrete shall be uniformly distributed during the process
of depositing and in no case after depositing shall any portion be
displaced in the forms more than 6-feet in horizontal direction.
Concrete in wall forms shall be deposited in uniform horizontal
layers not deeper than 2-feet; and care shall be taken to avoid
inclined layers or inclined construction joints except where such are
required for sloping members. Each layer shall be placed while the
previous layer is still soft. The rate of placing concrete in wall forms
shall not exceed 5-feet of vertical rise per hour. Sufficient
illumination shall be provided in the interior of forms so that the
concrete at the places of deposit is visible from the deck or runway.
2. The surface of the concrete shall be level whenever a run of
concrete is stopped. To insure a level, straight joint on the exposed
surface of walls, a wood strip at least 3/4-inch thick shall be tacked
to the forms on these surfaces. The concrete shall be carried about
1/2-inch above the underside of the strip. About one hour after the
concrete is placed, the strip shall be removed and any irregularities
in the edge formed by the strip shall be leveled with a trowel, and
laitance shall be removed.
E. Conveyor Belts and Chutes: Ends of chutes, hopper gates, and other
points of concrete discharge throughout the CONTRACTOR'S conveying,
hoisting, and placing system shall be so designed and arranged that
concrete passing from them will not fall separated into whatever
receptacle immediately receives it. Conveyor belts, if used, shall be of a
type acceptable to the ENGINEER. Chutes longer than 50-feet will not be
permitted. Minimum slopes of chutes shall be such that concrete of the
required consistency will readily flow in them. If a conveyor belt is used, it
shall be wiped clean by a device operated in such a manner that none of
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the mortar adhering to the belt will be wasted. Conveyor belts and chutes
shall be covered.
F. Temperature of Concrete: The temperature of concrete when it is being
placed shall be not more than 90 degrees F nor less than 40 degrees F in
moderate weather, and not less than 50 degrees F in weather during
which the mean daily temperature drops below 40 degrees F. Concrete
ingredients shall not be heated to a temperature higher than that
necessary to keep the temperature of the mixed concrete, as placed, from
falling below the required minimum temperature. If concrete is placed
when the weather is such that the temperature of the concrete would
exceed 90 degrees F, the CONTRACTOR shall employ effective means,
such as precooling of aggregates and mixing water, using ice, or placing
at night, as necessary to maintain the temperature of the concrete, as it is
placed, below 90 degrees F. The CONTRACTOR shall be entitled to no
additional compensation on account of the foregoing requirements.
G. Cold Weather Placement
1. Placement of concrete shall conform to ACI - 306.1 - Cold Weather
Concreting, and the following.
2. Earth foundations shall be free from frost or ice when concrete is
placed upon or against them.
3. Maintain the concrete temperature above 50 degrees F for at least
72-hours after placement.
921-3.13 PUMPING OF CONCRETE
A. General: If the pumped concrete does not produce satisfactory end
results, the CONTRACTOR shall discontinue the pumping operation and
proceed with the placing of concrete using conventional methods.
B. Pumping Equipment
1. The pumping equipment shall have 2 cylinders and be designed to
operate with one cylinder only in case the other one is not
functioning. In lieu of this requirement, the CONTRACTOR may
have a standby pump on the Site during pumping.
2. The minimum diameter of the hose conduits shall be in accordance
with ACI 304.2R - Placing Concrete by Pumping Methods.
3. Pumping equipment and hose conduits that are not functioning
properly, shall be replaced.
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4. Aluminum conduits for conveying the concrete shall not be
permitted.
921-3.14 TAMPING AND VIBRATING
A. As concrete is placed in the forms or in excavations, it shall be thoroughly
settled and compacted, throughout the entire depth of the layer which is
being consolidated, into a dense, homogeneous mass, filling all corners
and angles, thoroughly embedding the reinforcement, eliminating rock
pockets, and bringing only a slight excess of water to the exposed surface
of concrete. Vibrators shall be high speed power vibrators (8000 to
12,000 rpm) of an immersion type in sufficient number and with at least
one standby unit as required.
B. Concrete in walls shall be internally vibrated and at the same time
rammed, stirred, or worked with suitable appliances, tamping bars,
shovels, or forked tools until it completely fills the forms or excavations
and closes snugly against all surfaces. Subsequent layers of concrete
shall not be placed until the layers previously placed have been worked
thoroughly. Vibrators shall be provided in sufficient numbers, with standby
units as required, to accomplish the required results within 15 minutes
after concrete of the prescribed consistency is placed in the forms. The
vibrating head shall not contact the surfaces of the forms. Care shall be
taken not to vibrate concrete excessively or to work it in any manner that
causes segregation of its constituents.
921-3.15 FINISHING CONCRETE SURFACES
A. General: Surfaces shall be free from fins, bulges, ridges, offsets,
honeycombing, or roughness of any kind, and shall present a finished,
smooth, continuous hard surface. Allowable deviations from plumb or
level and from the alignment, profiles, and dimensions indicated are
defined as tolerances and are indicated above. These tolerances are to
be distinguished from irregularities in finish as described herein.
Aluminum finishing tools shall not be used.
B. Acceptable surface finish of walls is difficult to define and can vary
radically from owner to owner. If possible, discuss the issue with the
OWNER to define the finish they wish to buy. It is better to get the desired
finish as part of the original Bid than as a change order.
C. Formed Surfaces: No treatment is required after form removal except for
curing, repair of defective concrete, and treatment of surface defects.
Surface holes larger than [1/2]-inch in diameter or deeper than [1/4]-inch
are defined as surface defects in basins and exposed walls.
D. Unformed Surfaces: After proper and adequate vibration and tamping,
unformed top surfaces of slabs, floors, walls, and curbs shall be brought to
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a uniform surface with suitable tools. Whenever the air temperature
exceeds 85 degrees F or the wind speed exceeds 25 mph at the time of
placement, the concrete shall be treated as follows. Immediately after the
concrete has been screeded, it shall be treated with a liquid evaporation
retardant. The retardant shall be used again after each WORK operation
as necessary to prevent drying shrinkage cracks. The classes of finish for
unformed concrete surfaces are designated and defined as follows:
1. Finish U1 - Sufficient leveling and screeding to produce an even,
uniform surface with surface irregularities not to exceed 3/8-inch.
No further special finish is required.
2. Finish U2 - After sufficient stiffening of the screeded concrete,
surfaces shall be float finished with wood or metal floats or with a
finishing machine using float blades. Excessive floating of surfaces
while the concrete is plastic and dusting of dry cement and sand on
the concrete surface to absorb excess moisture will not be
permitted. Floating shall be the minimum necessary to produce a
surface that is free from screed marks and is uniform in texture.
Surface irregularities shall not exceed 1/4-inch. Joints and edges
shall be tooled where indicated or as determined by the
ENGINEER.
3. Finish U3 - After the Finish U2 surface has hardened sufficiently to
prevent excess of fine material from being drawn to the surface,
steel troweling shall be performed with firm pressure such as will
flatten the sandy texture of the floated surface and produce a
dense, uniform surface free from blemishes, ripples, and trowel
marks. The finish shall be smooth and free of irregularities.
4. Finish U4 - Trowel the Finish U3 surface to remove local
depressions or high points. In addition, the surface shall be given a
light broom finish with brooming perpendicular to drainage unless
otherwise indicated. The resulting surface shall be rough enough
to provide a nonskid finish.
E. Unformed surfaces shall be finished according to the following schedule:
UNFORMED SURFACE FINISH SCHEDULE
Area Finish
Grade slabs and foundations to be covered with concrete or
fill material
U1
Floors to be covered with grouted tile or topping grout U2
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Slabs to be covered with built-up roofing U2
Interior slabs and floors to receive architectural finish U3
Slabs U4
Top surface of walls U3
921-3.16 PROTECTION
A. The CONTRACTOR shall protect concrete against injury until final
acceptance.
B. Fresh concrete shall be protected from damage due to rain, hail, sleet, or
snow. The CONTRACTOR shall provide such protection while the
concrete is still plastic and whenever precipitation is imminent or
occurring.
921-3.17 CURING IN COLD WEATHER
A. Water curing of concrete may be reduced to 6 Days during periods when
the mean daily temperature in the vicinity of the Site is less than 40
degrees F; provided that, during the prescribed period of water curing,
when temperatures are such that concrete surfaces may freeze, water
curing shall be temporarily discontinued.
B. Concrete cured by an application of curing compound will require no
additional protection from freezing if the protection at 50 degrees F for 72
hours is obtained by means of approved insulation in contact with the
forms or concrete surfaces; otherwise, the concrete shall be protected
against freezing temperatures for 72 hours immediately following 72 hours
protection at 50 degrees F. Concrete cured by water shall be protected
against freezing temperatures for 72 hours immediately following the 72
hours of protection at 50 degrees F.
C. Discontinuance of protection against freezing temperatures shall be such
that the drop in temperature of any portion of the concrete will be gradual
and will not exceed 40 degrees F in 24 hours. In the spring, when the
mean daily temperature rises above 40 degrees F for more than 3 Days,
72 hour protection at a temperature not lower than 50 degrees F may be
discontinued for as long as the mean daily temperature remains above 40
degrees F; provided, that the concrete shall be protected against freezing
temperatures for not less than 48 hours after placement.
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D. Where artificial heat is employed, special care shall be taken to prevent
the concrete from drying. Use of unvented heaters will be permitted only
when unformed surfaces of concrete adjacent to the heaters are protected
for the first 24 hours from an excessive carbon dioxide atmosphere by
application of curing compound; provided, that the use of curing
compound for such surfaces is otherwise permitted by these
Specifications.
921-3.18 TREATMENT OF SURFACE DEFECTS
A. As soon as forms are removed, exposed concrete surfaces shall be
carefully examined and any irregularities shall be immediately rubbed or
ground in a satisfactory manner in order to secure a smooth, uniform, and
continuous surface. Plastering or coating of surfaces to be smoothed will
not be permitted. No repairs shall be made until after inspection by the
ENGINEER. In no case will extensive patching of honeycombed concrete
be permitted. Concrete containing minor voids, holes, honeycombing, or
similar depression defects shall be repaired as indicated below. Concrete
containing extensive voids, holes, honeycombing, or similar depression
defects, shall be completely removed and replaced. Repairs and
replacements shall be performed promptly.
B. Defective surfaces to be repaired shall be cut back from trueline a
minimum depth of 1/2-inch over the entire area. Feathered edges will not
be permitted. Where chipping or cutting tools are not required in order to
deepen the area properly, the surface shall be prepared for bonding by the
removal of laitance or soft material, plus not less than 1/32-inch depth of
the surface film from hard portions by means of an efficient sandblast.
After cutting and sandblasting, the surface shall be wetted sufficiently in
advance of shooting with shotcrete or with cement mortar so that while the
repair material is being applied, the surfaces underneath will remain moist
but not so wet as to overcome the suction upon which a good bond
depends. The material used for repair shall consist of a mixture of one
sack of cement to 3 cubic feet of sand. For exposed walls, the cement
shall contain such a proportion of Atlas white Portland cement as is
required to make the color of the patch match the color of the surrounding
concrete.
C. Holes left by tie-rod cones shall be reamed with suitable toothed reamers
so as to leave the surfaces of the holes clean and rough. These holes
then shall be repaired in an approved manner with dry-packed cement
grout. Holes left by form-tying devices having a rectangular cross-section,
and other imperfections having a depth greater than their least surface
dimension, shall not be reamed but shall be repaired in an approved
manner with dry-packed cement grout.
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D. Repairs shall be built up and shaped in such a manner that the completed
WORK will conform to the requirements of this Section as applicable, using
approved methods which will not disturb the bond, cause sagging, or cause
horizontal fractures. Surfaces of repairs shall receive the same kind and
amount of curing treatment as required for the concrete in the repaired
section.
921-3.19 CARE AND REPAIR OF CONCRETE
A. The CONTRACTOR shall protect concrete against injury or damage from
excessive heat, lack of moisture, overstress, or any other cause until final
acceptance. Particular care shall be taken to prevent the drying of
concrete and to avoid roughening or otherwise damaging the surface.
Any concrete found to be damaged, or which may have been originally
defective, which becomes defective at any time prior to the final
acceptance of the completed WORK, which departs from the established
line or grade, or which, for any other reason, does not conform to the
requirements of the Contract Documents, shall be satisfactorily repaired or
removed and replaced with acceptable concrete.
END OF SECTION
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SECTION 922
WIRE AND CABLING
(Not a Bid Item)
922-1 GENERAL
922-1.1 SUMMARY
A. The CONTRACTOR shall provide wire and cable, complete and operable,
in accordance with the Contract Documents.
B. In the event that motors provided are larger horsepower than the motors
indicated, raceways, conductors, starters, overload elements, and branch
circuit protectors shall be revised as necessary to control and protect the
increased motor horsepower in accordance with Electric Motors.
Revisions are part of the WORK of this Section.
922-1.2 ACTION SUBMITTALS
A. The CONTRACTOR shall submit Shop Drawings in accordance with
Contractor Submittals and Electrical Work, General. Submit cable test
results.
922-1.3 DELIVERY, STORAGE AND HANDLING
A. The CONTRACTOR shall protect all cables from damage at all times.
B. Cable ends shall be protected from water entry in accordance with the
manufacturer’s recommended procedures. Cable ends shall not be left
open in manholes or other locations subject to submergence. If the cable
ends become submerged prior to splicing or termination, the cables shall
be replaced in their entirety.
C. Cables shall be pulled into raceways in accordance with the
manufacturer’s requirements. Under no circumstances shall cable pulling
tensions exceed the manufacturer’s written instructions.
D. Pulling tensions on raceway cables shall be within the limits
recommended by the cable manufacturer. Wire pulling lubricant, where
needed, shall be UL approved.
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922-2 PRODUCTS
922-2.1 EQUIPMENT
A. Conductors, include grounding conductors, shall be stranded copper.
Aluminum conductor and/or solid conductor wire and cable will not be
permitted. Insulation shall bear the UL label, the manufacturer's
trademark, and identify the type, voltage, and conductor size. Conductors
except flexible cords and cables, fixture wires, and conductors that form
an integral part of equipment such as motors and controllers shall conform
to the requirements of Article 310 of the National Electric Code, latest
edition, for current carrying capacity. Flexible cords and cables shall
conform to Article 400, and fixture wires shall conform to Article 402.
Wiring shall have wire markers at each end.
B. Low Voltage Power and Lighting Wire
1. Wire rated for 600 volts in duct or conduit for power and lighting
circuits shall be single conductor, Class B Type XHHW or XHHW-2
cross-linked polyethylene conforming to UL-44 - UL Standard for
Thermoset-Insulated Wires and Cables. THHN/THWN wire shall
not be permitted to be used for any power or control wiring in this
project, except as specifically permitted within control panels.
2. Conductors for feeders as defined in Article 100 of the NEC shall
be sized to prevent a voltage drop exceeding 3 percent at the
farthest outlet of power, heating, and lighting loads, or combinations
of such loads, and where the maximum total voltage drop on both
feeders and branch circuits to the farthest connected load does not
exceed 5 percent.
3. Conductors for branch circuits as defined in Article 100 of the NEC
shall be sized to prevent voltage drop exceeding 3 percent at the
farthest connected load or combinations of such loads and where
the maximum total voltage drop on both feeders and branch circuits
to the farthest connected load does not exceed 5 percent.
4. Wiring for 600 volt class power and lighting shall be as
manufactured by Okonite, General Cable, Southwire, or equal.
C. Low Voltage Control Wire
5. Low voltage control wire in duct or conduit shall be the same type
as power and lighting wire indicated above.
6. Control wiring shall be No.14 AWG.
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Capital Improvement Project No. C0020
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7. Control wires inside panels and cabinets shall be machine tool
grade type MTW, UL approved, rated for 90 degrees C at dry
locations, and be as manufactured by American, General Cable,
or equal.
D. Instrumentation Cable
1. Instrumentation cable shall be rated at 300 volts, minimum.
2. Individual conductors shall be No. 16 AWG stranded, tinned
copper. Insulation shall be color coded polyethylene: black-clear
for 2 conductor cable and black-red-clear for 3 conductor cable.
3. Instrumentation cables shall be composed of the individual
conductors, an aluminum polyester foil shield, a No. 18 or larger
AWG stranded, tinned copper drain wire, and a PVC outer jacket
with a thickness of 0.047-inches.
4. Single pair, No. 16 AWG, twisted, shielded cable shall be Belden
Part No. 8719, similar by General Cable, or equal.
5. Single triad, No. 16 AWG, twisted, shielded cable shall be Belden
Part No. 8618, similar by General Cable, or equal.
E. Low Voltage Power and Control, Multi-Conductor/Tray Cable
1. Multi-conductor tray cable shall be rated 600 volts, listed by UL as
Type TC cable per Article 336 of the NEC. The individual
conductors shall be UL listed as Type XHHW or XHHW-2, with a
sunlight-resistant PVC overall jacket.
2. Minimum conductor sizes shall be the same as for power and
lighting wire and control wire as specified above.
3. Multiple conductor power cables include the following:
Phase
Conductor
Size
(AWG)
Minimum
Ground
Wire Size
(AWG)
No. of
Conductor
s
(not incl.
Ground)
12 12 2
3
10 10 2
3
8 10 3
6 8 3
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Capital Improvement Project No. C0020
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Phase
Conductor
Size
(AWG)
Minimum
Ground
Wire Size
(AWG)
No. of
Conductor
s
(not incl.
Ground)
4 6 3
2 6 3
1/0 6 3
2/0 4 3
4/0 4 3
4. Multi-conductor control cables include the following:
Conductor
Size (AWG)
No. of
Conductors
(Including
1#14 AWG
Ground)
14 3
14 4
14 5
14 7
14 9
14 12
14 19
14 37
F. VFD Power Cable
1. VFD power cable shall be three (3) conductor, stranded copper,
PVC jacketed, shielded type, tray cable (TC) rated 600 volts with
three (3) symmetrical ground conductors. The individual
conductors shall be UL listed as Type XHHW-2 or RWH-2 rated for
90 degrees C at wet and dry locations, with XLPE insulation.
2. VFD Cables shall be as manufactured by Belden, Alpha, General
Cable, or equal.
G. Medium Voltage Cable - General
1. Individual conductors shall be copper, Class B, stranded.
H. Medium Voltage - 5 KV Cable
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1. Cable used in conduit or duct shall be composed of a single
conductor, ethylene-propylene rubber (EPR) insulation rated at 105
degrees C, shield, and black polyvinyl chloride (PVC) jacket.
Insulation level shall be 133 percent, 115 mil. Shield shall be
copper tape type, or corrugated drain wire type. Cable shall be UL
Type MV-105 in accordance with UL 1072 and ICEA-S-93-
639/NEMA-WC74 - Medium Voltage Power Cables, as
manufactured by Okonite, Southwire, General Cable, or equal.
2. Tray cable shall be composed of 3 phase conductors and a copper
grounding conductor, ethylene-propylene rubber (EPR) insulation
rated at 105 degrees C, interlocked aluminum armor, and yellow
PVC outer jacket. Insulation level shall be 133 percent, 115 mil.
Tray cable shall be UL Type MV-105 in accordance with UL 1072
and ICEA-S-93-639/NEMA-WC74 as manufactured by Okonite,
Southwire, General Cable, or equal.
I. Medium Voltage -15 KV Cable
1. Cable used in conduit or duct shall be composed of a single
conductor, ethylene-propylene rubber (EPR) insulation rated at 105
degrees C, shield and black polyvinyl chloride (PVC) outer jacket.
Insulation level shall be 133 percent. Shield shall be copper tape
type, or corrugated drain wire type. Cable shall be UL Type MV-
105 in accordance with UL 1072 and ICEA-S-93-639/NEMA-WC74
as manufactured by Okonite, Southwire, General Cable, or equal.
J. Cable Splices and Terminations
1. Where cable lugs are required for power cable terminations, utilize
compression lugs – 3M Scotchlok 30000 and 31100 Series, Penn
Union HBBLU and BLU, Burndy Hylug, or equal. Utilize
compression tools as recommended by the manufacturer.
Pressure type, twist-on connectors (wire nuts) will not be
acceptable.
2. Pre-insulated fork tongue lugs shall be Thomas & Betts, Burndy,
or equal.
3. General purpose insulating tape shall be Scotch No. 33, Plymouth
Slip-knot, or equal. High temperature tape shall be polyvinyl as
manufactured by Plymouth, 3M, or equal.
4. Labels for coding 600 volt wiring shall be computer printable or pre-
printed, self-laminating, self-sticking, as manufactured by W.H.
Brady, 3M, or equal.
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5. Stress cone material for make-up of medium voltage shielded cable
shall be as manufactured by Raychem, 3M, or equal.
6. Shielded power cable shall be spliced using kits specifically
designed to splice medium voltage, shielded power cables. Splice
kits shall be designed for continuous submergence. Heat shrink
splice kits shall be Raychem “Type HVS”, or equal. “Cold” shrink
splice kits shall be 3M “5760 Series”, or equal. The
CONTRACTOR’s personnel shall be trained by the splice kit
manufacturer for proper installation of the splices and shall submit
certification of training as a shop drawing. A certified trainee shall
perform the splice work.
922-3 EXECUTION
922-3.1 INSTALLATION
1. All conduit and connections placed for this project shall be Schedule 40
PVC with bell ends at all exposed terminations.
2. When conduit is placed in a trench (not under sidewalk or pavement), after
the bedding material is placed and conduit installed, the trench shall be
backfilled with commercial quality concrete containing not less than 421
pounds of cement per cubic yard, to not less than 4 inches above the
conduit before additional backfill material is placed.
3. The outline of all areas of pavement to be removed shall be cut to a
minimum depth of 3 inches with a concrete saw or with a rock cutting
excavator specifically designed for this purpose. Cuts shall be neat and
true with no shatter outside the removal area.
4. Where conduits terminate inside a pull box the top of the conduit installed
shall be a minimum of 5” and a maximum of 7” below the top of the pull
box.
5. After conductors have been installed, the ends of conduits terminating in
pull boxes, service enclosures, controller cabinets, and under roadway
surfaces shall be sealed with an approved type of sealing compound.
6. At locations where conduit is to be installed under pavement, and in the
event that obstructions are encountered, upon approval of the Engineer,
small holes may be cut in the pavement to locate and/or remove
obstructions. Jacking or drilling pits shall be kept at a minimum of 2 feet
clear of the edge of any type of pavement wherever possible.
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Capital Improvement Project No. C0020
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7. At all locations where conduit is to be installed by jacking or drilling,
installation shall be as provided in Section 87-1.03B, “Conduit Installation,”
of the Standard Specifications.
8. Conduits shall be to a depth of not less than 18 inches below grade under
concrete sidewalks and curbed paved median areas, and not less than 30
inches below finished grade in all other areas.
9. Wherever existing concrete sidewalk must be removed for foundation or
conduit installation, saw cuts shall be made on existing weakened plane
joints or in a manner approved by the City’s Representative. In no case
shall concrete sidewalks be saw cut and removed so that less than one
square remains.
10. Unless shown otherwise on the plans, existing street lighting pull boxes
within the construction limits shall be removed and disposed
offsite. Existing conduits not incorporated into the new electrical system at
each location shall be removed or abandoned. Conductors shall be
removed from abandoned conduits.
11. The Contractor shall relocate or repair damaged irrigation equipment
during the course of trenching for new conduit paths.
922-3.2 FIELD ASSEMBLY
A. General
1. Wire taps and splices shall be properly taped and insulated
according to their respective classes.
2. In general, there shall be no cable splices in underground
manholes or pullboxes. If splices are necessary, the cables shall
be spliced using submersible cable splices, suitable for continuous
submergence. Splices in underground manholes and pullboxes
may be made only with the approval of the ENGINEER.
3. Stranded conductors shall be terminated directly on equipment box
lugs making sure that conductor strands are confined within lug.
Use forked-tongue lugs where equipment box lugs have not been
provided.
4. Excess control and instrumentation wires shall be long enough to
terminate at any terminal block in the enclosure, be properly taped,
be identified with origin, and be neatly coiled.
B. Control Wire and Cable
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Capital Improvement Project No. C0020
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1. Control conductors shall be spliced or terminated only at the
locations indicated and only on terminal strips or terminal lugs of
vendor furnished equipment.
2. In motor control centers, and control panels, control wire and spare
wire shall be terminated to terminal strips.
3. The CONTRACTOR shall provide as a minimum the number of
control wires listed in the conduit schedule or as indicated in the
Contract Documents. Excess wires shall be treated as spares.
C. Instrumentation Wire and Cable
1. Shielded instrumentation cables shall be grounded at one end only,
preferably the receiving end on a 4 - 20 mA system.
2. Two and 3 conductor shielded cables installed in conduit runs
which exceed available standard cable lengths may be spliced in
pullboxes with the prior approval of the ENGINEER. Such cable
runs shall have only one splice per conductor.
D. Power Wire and Cable
1. 120/208-volt, 120/240-volt, and 480/277-volt branch circuit
conductors may be spliced in suitable fittings at locations
determined by the CONTRACTOR. Cables rated above 2,000 volts
shall be spliced or terminated only at equipment terminals
indicated.
2. Splices to motor leads in motor terminal boxes shall be wrapped
with mastic material to form a mold and then shall be taped with a
minimum of 2 layers of varnished cambric tape overtaped with a
minimum of 2 layers of high temperature tape.
3. Shielded power cable shall be terminated with pre-assembled
stress cones in a manner approved by the cable and terminal
manufacturer. The CONTRACTOR shall submit the proposed
termination procedure as a Shop Drawing.
4. VFD shielded power cables shall have the shield grounded at all
locations where it is exposed.
E. Cable Identification
1. General: Wire and cable shall be identified for proper control of
circuits and equipment and to reduce maintenance effort.
Identification shall be installed at every termination point.
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2. Identification Numbers: The CONTRACTOR shall assign to each
control and instrumentation wire and cable a unique identification
number. Numbers shall be assigned to conductors having common
terminals and shall be shown on "as built" drawings. Identification
numbers shall appear within 3-inches of conductor terminals.
"Control and Instrumentation Conductors" shall be defined as any
conductor used for control, interlock, alarm, annunciator, or signal
purposes.
a. Multiconductor cable shall be assigned a number which shall
be attached to the cable at intermediate pull boxes and at
stub-up locations beneath free-standing equipment. It is
expected that the cable number shall form a part of the
individual wire number. Individual control conductors and
instrumentation cable shall be identified at pull points as
described above. The instrumentation cable numbers shall
incorporate the loop numbers assigned in the Contract
Documents.
b. 120/208 - volt system feeder cables and branch circuit
conductors shall be color coded as follows: Phase A - black,
Phase B - red, Phase C - blue, and Neutral - white. The
120/240 - volt system conductors shall be color coded as
follows: Line 1 - Black, Line 2 - Red, and Neutral - White.
The 480/277 - volt system conductors shall be color coded
as follows: Phase A - Brown, Phase B - Orange, Phase C -
Yellow, and Neutral - Gray. Branch circuit switch shall be
yellow. Insulated ground wire shall be green, and neutral
shall be gray. Color coding and phasing shall be consistent
throughout the Site, but bars at panelboards, switchboards,
and motor control centers shall be connected Phase A-B-C,
top to bottom, or left to right, facing connecting lugs. Color
coding tape shall be used where colored insulation is not
available. Colored identification tape may be used on
conductors between the local disconnect and the load,
where permitted by the NEC. Any phase changes
necessary for proper rotation shall be made at the driven
equipment where colored insulation is used. Phase changes
may be made on the load side of the local disconnect, where
phase colors are identified using tape.
c. General purpose AC control cable shall be red. General
purpose DC control cable shall be blue.
d. Spare cable shall be terminated on terminal screws and shall
be identified with a unique number as well as with
destination.
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Capital Improvement Project No. C0020
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e. Terminal strips shall be identified by computer printable,
cloth, self-sticking marker strips attached under the terminal
strip.
922-3.3 FIELD QUALITY CONTROL
A. Cable Assembly and Testing: Cable assembly and testing shall comply
with applicable requirements of ICEA Publication No. S-95-658/NEMA
WC70 - Ethylene-Propylene-Rubber Insulated Wire and Cable for the
Transmission and Distribution of Electrical Energy. Factory test results
shall be submitted in accordance with Contractor Submittals, prior to
shipment of cable. The following field tests shall be the minimum
requirements:
1. Insulation resistance testing, using a DC megohmeter, shall be
performed on cables operating at more than 2,000 volts to ground.
Time-resistance readings shall be taken and recorded at intervals
of 30 seconds and one minute. Time-resistance voltage levels
shall be per the cable manufacturer's recommendations.
2. Power cable rated at 600 volts shall be tested for insulation
resistance between phases and from each phase to a ground using
a megohmeter.
3. Field testing shall be done after cable is installed in the raceways.
4. Field megger testing may be performed by the CONTRACTOR or a
NETA-certified test organization. When tested by the
CONTRACTOR, submit test equipment calibration sheets prior to
performing any field testing. Test results shall be submitted to the
ENGINEER for review and acceptance.
5. Cables failing the tests shall be replaced with a new cable or be
repaired. Repair methods shall be as recommended by the cable
manufacturer and shall be performed by persons certified by the
industry.
B. Continuity Test: Control and instrumentation cable shall be tested for
continuity, polarity, undesirable ground, and origination. Such tests shall
be performed after installation and prior to placing cable in service.
END OF SECTION
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Capital Improvement Project No. C0020
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SECTION 923
LIGHTING
(Bid Item Nos. 9A, 21A, 22A, 23A, 48A)
923-1 GENERAL
923-1.1 SUMMARY
A. Provide luminaires and accessories, complete and operable, in
accordance with the Contract Documents.
923-1.2 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Codes
NFPA 70 National Electric Code
NEMA 250 Enclosures for Electrical Equipment (1,000 Volts Maximum)
International Building Code (IBC) Earthquake Requirements
UL-595 Standard for Safety Marine-Type Electric Lighting Fixtures
UL-844 Standard for Safety Electric Lighting Fixtures for
Use in Hazardous (Classified Locations)
UL-924 Standard for Safety Emergency Lighting and
Power Equipment
ANSI C82.1 Specifications for Fluorescent Lamp Ballasts
ANSI C84.4 Specifications for High-Intensity-Discharge
Lamp Ballasts (Multiple SupplyType)
Standards of the Certified Ballast Manufacturer’s Association
923-1.3 CONTRACTOR SUBMITTALS
A. Furnish the following product information in accordance with the
requirements of Section 01 33 00 – Contractor Submittals.
B. Furnish the following information:
1. Interior Luminaires
a. catalog data sheets and photos
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b. luminaire finish and metal gauge
c. lens material, pattern, and thickness
1) candlepower distribution curves in 2 or more planes
d. candlepower chart, 0 to 90 degrees
e. lumen output chart
f. average maximum brightness data in foot-lamberts
g. coefficients of utilization for zonal cavity calculations
h. mounting or suspension details
i. heat exchange and air handling data
2. Exterior Luminaires
a. catalog data sheets and photos
b. luminaire finish and metal gauge
c. lens material, pattern, and thickness
d. IES lighting classification and isolux diagram
e. fastening details to wall or pole
f. ballast type, location, and method of fastening
g. for light poles: wind loading; complete dimensions; and finish
3. Lamps
a. voltages
b. colors
c. approximate life (in hours)
d. approximate initial lumens
e. lumen maintenance curve
f. lamp type and base
4. Ballasts
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Capital Improvement Project No. C0020
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a. type
b. wiring diagram
c. nominal watts and input watts
d. input voltage and power factor
e. starting current, line current, and restrike current values
f. sound rating
g. temperature rating
h. efficiency ratings
i. low-temperature characteristics
j. emergency ballasts rating and capacity data
5. Photocells
a. voltage and power consumption
b. capacity
c. contacts and time delay
d. operating levels
e. enclosure type and dimensions
f. temperature range
923-2 PRODUCTS
923-2.1 LUMINAIRES
A. General
1. Additional WORK requirements are indicated in the Luminaire Schedule on
the Drawings.
2. LED luminaires that can be serviced in place shall be provided with a
disconnecting means either internal or external to each luminaire, in
accordance with the requirements of NEC.
3. Provide a feed-through type or separate junction box.
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Capital Improvement Project No. C0020
220
4. Provide minimum 18 AWG wire leads.
5. Installations shall be UL-labeled as "Suitable for Wet Locations."
6. Provide removable and prewired ballast.
7. When factory installed photocells are provided, the entire assembly shall be
UL-labeled.
923-2.2 LED LUMINAIRES
A. Luminaires shall be LED Roadway Lighting rated for an 100,000 hour
design life with 21,000 lumen output, 3000K Color temperature and Type
III distribution pattern and shall conform to Section 86-1.01C(3) and
1.02K(2) “LED Luminaires” of the Standard Specifications.
923-2.3 LIGHTING CONTROL
A. Time Switch
1. Time dial as indicated and day-omitting device
2. Bypass Switch
a. pre-wired
b. externally-operated ON/AUTO/OFF switch for each circuit
indicated
3. contact configuration and rating for circuits as required
4. Enclosure: Style 32, Type S
5. Reserve Power
a. spring-driven
b. capable of operating the time switch for 16 hours after power
failure
6. Wired for use with indicated photocell
B. Photocell
1. Photo Control: automatic ON-OFF switch
2. Housing: self-contained; die-cast aluminum; unaffected by
moisture, vibration, or temperature changes
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3. Settings: ON at dusk; OFF at dawn
4. Provide a time delay feature in order to prevent false switching.
5. Field-adjustable to control operating levels
923-2.4 PULL BOXES
A. Pull boxes shall be of concrete construction, No. 5 minimum. Plastic pull
boxes and covers will not be allowed.
B. Street lighting pull boxes shall each be appropriately marked "STREET
LIGHTING" as shown on Standard Plan ES-8A and Section 86-1.02C “Pull
Boxes” of the State Standard Specifications.
C. A minimum of 6” of clean crushed rock with a 1-1/2” PVC drain shall be
installed in all pull boxes (new and existing) within the project area. Grout
shall also be placed in all pull boxes, as needed.
D. Where the sump of an existing pull box is disturbed by the Contractor's
operations, the sump shall be reconstructed.
E. Provide a 2-year manufacturer replacement warranty for pull box and
cover from the date of installation of the pull box and cover. All warranty
documentation must be submitted before installation.
F. Replacement parts must be provided within 5 business days after receipt
of failed pull box, cover, or both at no cost to the City.
G. The pull box and cover must comply with ANSI/SCTE 77, “Specification
for Underground Enclosure Integrity,” for tier 22 load rating and must be
gray.
H. Each pull box cover must have an electronic marker cast inside.
I. The bolts, nuts, and washers must be captive bolt design.
J. The captive bolt design must be capable of withstanding torque range of
55 to 60 ft-lb and a minimum pull out strength of 750 lb. Perform the test
with the cover in place and the bolts torqued. The pull box must not be
damaged while performing the test to the minimum pull out strength.
K. Stainless steel hardware must have an 18 percent chromium content and
an 8 percent nickel content.
L. Galvanize ferrous metal parts under section 75-1-.05.
M. Manufacturer’s instructions must provide guidance on:
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Capital Improvement Project No. C0020
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1. Quantity and size of entries that can be made without
degrading the strength of the pull box below tier 22 load
rating.
2. Where side entries cannot be made.
3. Acceptable method to be used to create the entry.
N. Tier 22 load rating must be labeled or stenciled by the manufacturer
on the inside and outside of the pull box and on the underside of
the cover.
M. Do not install pull box in curb ramps or driveways.
N. A pull box for a post or a pole standard must be located within 5
feet of the standard. Place a pull box adjacent to the back of the
curb or edge of the shoulder. If this is impractical, place the pull box
in a suitable, protected, and accessible location
O. If only the cover is to be replaced, anchor the cover to the pull box.
923-2.5 CONDUIT
A. All conduit and connections placed for this project shall be Schedule 40
PVC with bell ends at all exposed terminations.
923-2.6 SERVICE PEDESTAL
A. Hinges shall be aluminum or stainless steel with a stainless steel hinge
pin. The hinges shall be bolted to the enclosure. The hinge pins and bolts
shall not be accessible when the door and/or hood are closed.
B. The door, hood, meter reading cover door, photo cell window, and line
access cover panel shall have the entire inside perimeter of the door,
hood, panel, etc., lined with a neoprene gasket. All neoprene gaskets
shall be permanently bonded to the aluminum.
C. All bolts, washers, nuts, screws, hinge pins, and door latch assembly parts
used to fabricate the service enclosure shall be (Type III-BF anodized
aluminum). The enclosure shall be rain-tight and dust-tight (3R).
D. All service equipment to be furnished shall be currently listed on the
Department of Transportation qualified products list.
E. The Contractor shall construct a foundation for each service equipment
enclosure as shown on Standard Plan ES-2E and shall install the service
equipment enclosure on the foundations.
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F. When mounted to the foundation, there shall be no gap greater than
0.0625-inch between the enclosure and the foundation. After installation
the joint between the foundation and the base of the enclosure shall be
sealed with a sealant approved by the City’s Representative.
G. The Contractor shall furnish and install conduit and shall arrange for the
installation of conductors by the serving utility between the service point
and the service equipment enclosure. The Contractor shall arrange with
the serving utility for connection of the service conductors and meter and
shall pay all costs and fees required by the utility. Except for power for the
Contractor’s operation, energy costs for operation of public facilities,
including traffic signals and roadway lighting, will be paid for by the City.
Each street lighting service shall be provided with 30A, 2P, 240V
breakers.
923-2.7 POLES
A. Rating (with luminaire): 100-125 mph steady winds without incurred
damage.
B. Material: Prestressed Concrete
923-3 EXECUTION
923-3.1 LUMINAIRES
A. General
1. Install in accordance with the manufacturer’s recommendations.
2. Provide a cast-in-place concrete base.
3. Provide branch circuit in-line fuses, located within the pole base
handhole.
4. Install the pole base flush with the finished grade where located in
grassy areas not subject to vehicular traffic, and 30 inches above
the finished grade when the pole is located in areas subject to
damage from vehicular traffic.
5. Set the luminaire poles on anchor bolts and secure with double
nuts on each bolt.
6. After the luminaire has been leveled and plumbed, dry-pack the
luminaire base with grout.
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7. Install the luminaire plumb and level.
923-3.2 LIGHTING CONTROL
A. The photocells shall switch lights ON at dusk and OFF at dawn.
B. The photocells shall switch the time clock ON at dusk and the time clock
shall switch lights OFF at a preset time.
923-3.3 CONDUIT
A. When conduit is placed in a trench (not under sidewalk or pavement), after
the bedding material is placed and conduit installed, the trench shall be
backfilled with commercial quality concrete containing not less than 421
pounds of cement per cubic yard, to not less than 4 inches above the
conduit before additional backfill material is placed.
B. The outline of all areas of pavement to be removed shall be cut to a
minimum depth of 3 inches with a concrete saw or with a rock cutting
excavator specifically designed for this purpose. Cuts shall be neat and
true with no shatter outside the removal area.
C. Where conduits terminate inside a pull box the top of the conduit installed
shall be a minimum of 5” and a maximum of 7” below the top of the pull
box.
D. After conductors have been installed, the ends of conduits terminating in
pull boxes, service enclosures, controller cabinets, and under roadway
surfaces shall be sealed with an approved type of sealing compound.
E. At locations where conduit is to be installed under pavement, and in the
event that obstructions are encountered, upon approval of the Engineer,
small holes may be cut in the pavement to locate and/or remove
obstructions. Jacking or drilling pits shall be kept at a minimum of 2 feet
clear of the edge of any type of pavement wherever possible.
F. At all locations where conduit is to be installed by jacking or drilling,
installation shall be as provided in Section 87-1.03B, “Conduit Installation,”
of the Standard Specifications.
G. Conduits shall be to a depth of not less than 18 inches below grade under
concrete sidewalks and curbed paved median areas, and not less than 30
inches below finished grade in all other areas.
H. Wherever existing concrete sidewalk must be removed for foundation or
conduit installation, saw cuts shall be made on existing weakened plane
joints or in a manner approved by the City’s Representative. In no case
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shall concrete sidewalks be saw cut and removed so that less than one
square remains.
I. Unless shown otherwise on the plans, existing street lighting pull boxes
within the construction limits shall be removed and disposed
offsite. Existing conduits not incorporated into the new electrical system at
each location shall be removed or abandoned. Conductors shall be
removed from abandoned conduits.
J. The Contractor shall relocate or repair damaged irrigation equipment
during the course of trenching for new conduit paths.
923-3.4 CLEAN-UP
A. Remove labels and other markings, except the UL listing mark.
B. Wipe the luminaires inside and out in order to remove construction dust.
C. Clean the luminaire plastic lenses with an antistatic cleaner only.
D. Touch up painted surfaces of the luminaires and the poles with matching
paint provided by the manufacturer.
E. Replace defective lamps at the Date of Substantial Completion.
923-4 MEASUREMENT AND PAYMENT
The measurement and payment for Street Lighting Conduit and Conductors for the
north side of the street will be made at the contract unit prices bid for Joint Trench &
Conduit for Street Light and Communications (Bid Item 9A) as shown in the Bid
Schedule
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to sawcut, trench, furnish and install conduit
and bedding, including sweeps to pull boxes, poles and service pedestals, backfilling
and compaction, pulling streetlight conductors and making connections to provide a fully
operational streetlight system complete and in place and no additional compensation
will be paid.
The measurement and payment for Street Light Poles and Foundations will be made at
the contract unit prices bid for Street Lights (Bid Item 21A) as shown in the Bid
Schedule
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to furnish all materials to install pre-stressed
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concrete street light poles, drilling for pole foundations, placing reinforcement and
anchor bolts, pouring concrete foundations, setting and securing poles on foundations,
attaching luminaire arms and LED cobra heads, running conductors from head to hand
holes and make electrical connections to provide a fully operational streetlight system
complete and in place and no additional compensation will be paid.
The measurement and payment for Street Light Pull Boxes will be made at the contract
unit prices bid for Hand Holes for Street Lights (Bid Item 22A) as shown in the Bid
Schedule
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to furnish and install pull boxes with crushed
rock and drain complete and in place and no additional compensation will be paid.
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to sawcut, trench, furnish and install conduit
and bedding, including sweeps to pull boxes, poles and service pedestals, backfilling
and compaction, pulling streetlight conductors and making connections to provide a fully
operational streetlight system complete and in place and no additional compensation
will be paid.
The measurement and payment for Electrical Service Pedestals will be made at the
contract unit prices bid for Electrical Service Pedestal (Bid Item 23A) as shown in the
Bid Schedule
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to furnish and install the electrical services
cabinet on an approved foundation with appropriate clearances, wiring connections and
coordination with SCE regarding energizing the service complete and in place and no
additional compensation will be paid.
The measurement and payment for Street Lighting Conduit and Conductors for the
south side of the street will be made at the contract unit prices bid for Trench & Conduit
for Street Lighting (Bid Item 48A) as shown in the Bid Schedule
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to sawcut, trench, furnish and install conduit
and bedding, including sweeps to pull boxes, poles and service pedestals, backfilling
and compaction, pulling streetlight conductors and making connections to provide a fully
operational streetlight system complete and in place and no additional compensation
will be paid.
END OF SECTION
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SECTION 924
LANDSCAPE IRRIGATION
(Bid Item No. 67A)
924-1 GENERAL
This section sets forth the requirements for Irrigation System Improvements. Perform
the work in accordance with Sections 800 – Landscape and Irrigation Materials and 801
– Landscape and Irrigation Installation of the SSPWC, latest edition, as modified and
supplemented below.
924-1.1 Work Included
1. Furnish and install sleeving, boring, piping, fittings, sprinkler heads,
valves, and accessories.
2. Furnish and install all electrical connections and wiring.
3. Excavate and backfill trenches. Place lateral and main irrigation lines as
depths detailed on the plans within +/-1”.
4. Testing as indicated in the notes and specifications and as required by the
governing agency.
5. Installation and end of maintenance walk and corrections.
6. Ninety-day maintenance period.
7. One year guarantee of Irrigation work and materials.
924-1.2 Related Work Specified Elsewhere
1. Landscape Planting and Maintenance.
2. Weekly attendance by superintendent.
3. Repair of irrigation system until project is accepted.
924-1.3 Protection of Work
The Contractor shall adequately protect the work, adjacent property and the
public, and shall be responsible for any damage, injury and/or loss due to the
construction of the irrigation system. Damaged facilities shall be repaired within
a reasonable amount of time at no additional cost to the City. All existing
irrigation systems shall be kept in operation at all times. If the Contractor
damages an existing system, it shall be repaired immediately, at no additional
cost to the City. If damaged by the public, the City shall compensate the
Contractor for the cost of the repair. After each repair, all heads of the repaired
lateral(s) shall be removed and flushed so the lines can be clear of all dirt and
foreign matter.
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924-1.4 Submittals
Submittals shall be in accordance with Section 2-5.3 Submittals and as specified
herein.
1. Materials List- Within fifteen (15) calendar days from the award of contract,
the Contractor shall provide a materials list of all irrigation equipment as
specified in the drawings, manufacturer’s brochures, maintenance
manuals, guarantees and operating instructions.
2. Shop Drawings- Within fifteen (15) calendar days from the award of
contract, the Contractor shall provide shop drawings as required or
necessary to complete the work.
3. Schedule of Work- Within fifteen (15) calendar days from the award of
contract, the Contractor shall provide a proposed Schedule of Work.
4. Record Drawings- The Contractor shall provide and keep up-to-date “As-
Built” drawings on the job site at all times. The Contractor shall record
accurately on one set of “As-Built” drawings all changes in the work
constituting departures from the original approved drawings. The changes
and dimensions shall be recorded in a legible and workmanlike manner. All
dimensions shall have two (2) permanent points of reference, such as the
roadway station points or measures along median center lines. Prior to the
landscape architect of record construction certification, the Contractor shall
provide corrected and completed sepia mylars of the Record Drawings.
Delivery of the sepias will not relieve the Contractor of the responsibility of
furnishing information that may have been omitted from the prints. The
following items shall be shown on the Record Drawings:
a. Connection of existing water lines.
b. Water meter(s).
c. Electrical power connection.
d. Electrical meter(s).
e. Controller(s).
f. Routing of mainlines.
g. Sleeves.
h. Gate Valves.
i. Ball Valves.
j. Remote Control Valves.
k. Quick Coupling Valves.
l. Other Related Equipment.
m. The area watered by each Remote Control Valve.
5. Controller Charts- Prior to final acceptance, the Contractor shall provide to the
City Representative two (2) hermetically sealed, controller charts illustrating valve
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numbers, gpm’s and permanently colored locations of the area covered by each
valve. The controller charts shall be of a size that will fit inside the door of the
controller cabinet. Controller charts will identify to the nearest foot the locations
of mainlines, sleeves valves, controllers and point of connection appurtenances.
The controller charts shall reflect any changes made during construction. A copy
of each controller chart shall be provided to the City prior to installation
certification by the City.
6. Operation and Maintenance Manuals- Prior to final acceptance, the
Contractor shall deliver two (2) hard cover, three-ring binders containing:
a. Index sheet stating the Contractor’s address and telephone
number, list of equipment and addresses of local manufacturer’s
representatives.
b. Catalog and parts sheets on every material and all equipment
installed under this contract.
c. Guarantee statement.
d. Complete operating and maintenance instruction on all major
equipment.
7. Equipment to be Furnished- Prior to final acceptance, the Contractor shall
provide the following equipment as part of this contract:
a. Two sets of keys for all controllers and enclosures.
b. Two wrenches for each type of sprinkler head.
c. Two quick coupler keys with hose swivels.
Substitutions- Substitutions may be permitted under the provisions of Section 4-
1.6 Trade Names or Equals. Submittals presenting “equal” products will be
considered for approval if the City’s Representative determines that the product
is equal in all features, product material and performance. No substitutions shall
be allowed without prior written approval from the City’s Representative. The
Contractor shall be responsible for the performance of any substituted material or
product. If the City determines that the substituted material or component is
unsatisfactory or if there has not been prior approval, it shall be removed and
replaced at the Contractor’s expense with the specified material or component.
924-1.5 Quality Assurance and Requirements
1. Permits and Fees- See General Provisions, Section 7-5 for
payment of permits and fees for Capital Improvement Projects.
2. Manufacturer’s Instructions- Manufacturer’s instruction and detailed
drawings shall be followed in all cases where the manufacturers of
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materials used in the contract furnish directions covering points not
shown in the drawings and specifications.
3. Ordinances and Regulations- Contractor shall abide by all
applicable local, state and federal rules and regulations relating to
the Work Included. All work and materials shall be in full
accordance with the latest rules and regulations of the National
Electric Code, Uniform Plumbing Code.
4. Explanation of Drawings- Due to the scale of drawings, it is not
possible to indicate all offsets, fittings, sleeves, etc. The Contractor
shall be fully acquainted with the site prior to construction.
Drawings are diagrammatic and are generally indicative of the work
to be completed. The work shall be installed in such a manner as to
avoid conflicts between irrigation systems, planting and
architectural features. Any discrepancies in the plans or with
existing field conditions shall be brought to the attention of the
Landscape Architect immediately. The Contractor shall not willfully
install the irrigation system as shown on the drawings when it is
obvious in the field that obstructions, grade differences or
discrepancies in area dimensions exist that might not have been
considered in the Landscape Design. In the event that notification is
not performed, the Contractor shall assume full responsibility for
any revision necessary.
5. Correction of Work- Any and all discrepancies or unsatisfactory
work shall be corrected by the Contractor at no additional cost to
the City. The correction of work shall be finished within a
reasonable period of time mutually agreed upon between the City
and the Contractor.
924-1.6 Delivery and Storage
All materials shall be new, first quality, commercial quality and in the original
shipping cartons or boxes. The Contractor is responsible for all materials until
final acceptance of the work. Store materials in enclosures. Plastic pipe and
other materials which can be damaged by weather shall be stored in such a
manner as to protect them from sunlight, wind, rain, etc. Do not store materials
directly on the ground. Materials which are damaged in transit or become
damaged during storage or progress of the work shall be rejected and replaced
at no additional cost to the City. Handle and carry materials in a manner to
ensure delivery and placement on the site in sound and undamaged condition.
Keep pipes and fittings free from dirt or debris. Do not drag pipe.
924-1.7 Guarantee and Replacement
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The Contractor shall furnish a written guarantee of materials and workmanship
for a period of one (1) year from the date of final acceptance. The Contractor
shall repair or replace defective items within a reasonable time, but not more
than 14 calendar days, from notification by the City at no addition cost to the City.
924-2 MATERIALS
Add the following to Section 800-2.1.1 General.
“Piping shall be as follows:
1. The Service line from the metered Point of Connection (P.O.C) through
the backflow prevention device shall be: Type K copper or red brass.
2. All pressurized mainlines 2” and smaller shall be: SCH 40 solvent-weld
P.V.C.
3. All pressurized mainlines 2 1/2” to 3” shall be: CL 315 solvent-weld P.V.C.
4. Pressurized mainlines greater in diameter than 3” shall be: CL 315 bell
and gasket P.V.C.
5. Lateral lines up to 2” shall be: SCH 40 solvent-weld P.V.C.
6. Lateral lines greater than 2” shall be /cl 315 solvent-weld P.V.C.
7. All fittings shall be SCH 40 P.V.C. and conform to the latest ASTM
standards.
8. All threaded nipples shall be SCH 80 P.V.C. with molded threads.
9. All male threaded fittings shall receive ¾” Teflon tape during installation.
10. All reclaimed piping shall conform to all State, Federal, and Local codes
and regulations and shall be marked accordingly.
11. All piping shall be installed subsurface. Pipe on grade shall not be allowed
unless written preauthorization has been given by the City.”
Modify Section 800-2.1.3 Plastic Pipe for Use with Solvent Weld Socket or Threaded
Fittings to delete any reference to Schedule 80 pipe for pressurized pipe. Add the
following after paragraph 3:
“Thrust blocks shall be placed at each change or direction in the mainline sized
3” and larger and shall be per manufacturer’s recommendation. All fittings shall
be Schedule 40 PVC connected with primer and solvent per manufacturer’s
recommendations. Plastic pipe shall bear the following markings: manufacturer’s
name, nominal pipe size, schedule or class, type of material, pressure rating,
NSF seal of approval, and the date of extrusion. All fittings shall bear the
manufacturer’s name or trademark, materials, designation, size, applicable
schedule and NSF seal of approval.”
Add the following at the end of Section 800-2.2.1 General:
“Provide and install one valve box for each Master Valve, Ball Valve, Gate Valve,
Remote Control Valve, or Quick Coupler.”
Delete Section 800-2.2.7 Valve Boxes in its entirety and replace it with:
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“Valve Boxes. Valve boxes shall be made from a durable plastic material
resistant to weather, sunlight and chemical action of soils. The cover shall be
secured with a stainless-steel bolt down mechanism and shall be able to sustain
a load of 1,500 psi. Valve box extensions shall be by the same manufacturer as
the valve box. All valve boxes shall be manufactured by Ametek, Carson, or
approved equal.”
Add the following at the end of Section 800-2.3 Backflow Preventer Assembly:
“All Backflow Preventer Assemblies shall be plumbed with copper, brass, or
bronze pipe and fittings. A bronze or brass union shall be provided on the
downstream side. Backflow shall be installed in a vandal resistant, locking
enclosure as specified on the plans and approved by the City Representative for
each project. The enclosure shall be installed on a concrete slab per
manufacturer’s recommendations.”
Add “Section 800-2.3.1 Master Valve and Flow Meter Assembly:
Each Point of Connection shall include a Master Valve and Flow Meter
Assembly. The Master valve shall be as recommended by the controller
manufacturer. The master valve shall be wired back to the Controller and have
the ability to shut down the irrigation system in case of a high flow occurrence
such as a mainline break.”
Add: “Section 800-2.6 Check Valves:
Check valves shall be installed on all heads or on laterals which have a
differential in elevation or 3’ or more or as needed to prevent laterals from
draining after the system has been shut down. Spring-loaded check valves shall
be of plastic construction with soft composition disks. Spring tension shall be
adjustable from 4 psi to 15 psi. They shall be located in the swing assembly or be
integrated into the sprinkler body. Check valves shall be Valcon ADV, Rain Bird,
Hunter, Toro, or approved equal.”
Add: “Section 800-2.7 Sleeves:
All piping which is located under hardscape surfaces shall be placed in CL 315
sleeves a minimum of 2 times the line size. Control wires shall be placed in a
separate conduit adjacent to the pipe sleeving.”
Modify Section 800-3.2.1 Conduit. Conduit shall be SCH 40 PVC plastic, gray in color.
Add the following at the end of Section 800-3.2.2 Conductors.
“Control wires shall be a different color for each controller valve. Common wires
shall be white. Each controller shall have an independent common wire. Wiring
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shall occupy the same trench and shall be installed along the same route as the
pressurized mainline where possible with the exception of road and sidewalk
crossings. Control wires shall be separately sleeved in Schedule 40 conduit
under all paved surfaces. Where wire is placed in the mainline trench, the wiring
shall be taped together at interval of ten (10) feet. A two (2) foot expansion curl
shall be provided within three (3) feet of each wire connection. Wire connections
shall be grease type connectors, 3M DBY Direct Bury Splice Kit PN-09053, or
approved equal. Use one kit per connection. Three continuous spare control
wires, blue in color, shall be installed with all pressurized Mainline(s) from the
controller enclosure to the ends of the Mainline.”
Add the following at the end of Section 800-3.3 Controller Unit:
“All controller components shall be fused and have a chassis ground. All
controllers shall be equipped with a 4” x 4” electrical junction box, with an on/off
switch, and a grounded receptacle mounted inside the enclosure. The controller
enclosure shall be vandal-resistant and stainless steel manufactured as indicated
on the irrigation legend and approved by the City Representative in writing. The
enclosure shall be installed per the manufacturer’s recommendations and as
approved by the City Representative. The Controller Unit shall be compatible
with the City’s irrigation controller standards. The Controller shall include
communication capabilities, complete and operational, all other incidental
equipment required to meet City controller standards.”
Add the following to the end of Section 801-5.1 General:
“Contractor shall use extreme caution in working near utilities. The Contractor
shall be responsible to call Underground Service Alert of Southern California,
a.k.a. Dig Alert for location of utilities. The Contractor shall be responsible for
damages to utilities that are caused by his/her operations or neglect. The
Contractor shall verify all grades and installation conditions. No work shall begin
until unsatisfactory conditions are corrected.”
Drip Irrigation:
1. Bubbler heads, Rotators and Dripline: Types and sizes as shown on the
Contract Drawings.
2. Provide equipment of one type and flow characteristic from the same
manufacturer and bearing the manufacturer's name and identification code
in a position where they can be identified in the installed position.
3. Bubbler Head and Rotators to be pressure compensating type.
924-3 EXECUTION
Add the following to the end of Section 801-5.1 General:
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“Contractor shall use extreme caution in working near utilities. The Contractor
shall be responsible to call Underground Service Alert of Southern California,
a.k.a. Dig Alert for location of utilities. The Contractor shall be responsible for
damages to utilities that are caused by his/her operations or neglect. The
Contractor shall verify all grades and installation conditions. No work shall begin
until unsatisfactory conditions are corrected.”
Modify Section 801-5.3.1 General, second paragraph:
Pipe shall be bedded in 3” of sand above and below the pipe rather than 2”.
Add the following at the end of Section 801-5.3.1 General:
1. Staking of Lines: Prior to installation, the Contractor shall stake out all
pressure supply lines, routing, and location of water distribution heads.
The City shall approve the location of all equipment and Point(s) and
Connection prior to installation.
2. Water Supply: The irrigation system shall be connected at the
approximate location shown on the plans and approved in the field by the
City Representative.
3. Electrical Supply: Electrical connections for the controller shall be made as
indicated at the approximate location on the plans and approved in the
field by the City Representative. The Contractor shall be responsible for
connecting the irrigation controller to the nearest power source. Contractor
shall coordinate with the electrical provider and the City.
4. Observation Schedule: The Contractor is responsible for notifying the
Inspector in advance for the following meetings/inspections:
a. Pre-construction meeting- 7 days
b. Mainline pressure test- 48 hours
c. Lateral line & head installation- 48 hours
d. Coverage test- 48 hours
e. Final turn over- 7 days
5. Installation:
a. Trenching:
i. Trenches shall be straight, on an even grade, and in the
approximate location shown on the plans.
ii. Where it is necessary to excavate adjacent to existing trees,
the Contractor shall take every precaution to avoid injury to
the trees or their roots. No backhoe or trenchers shall be
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used within the tree dripline unless City Representative is on
site. Hand digging is required within tree driplines. All roots
2” and larger shall be tunneled under and shall be heavily
wrapped with burlap to prevent scarring or excessive drying.
When the roots are smaller than 2” in diameter, the wall of
the trench adjacent to the root shall be hand trimmed,
making clean cuts through the roots. Trenches adjacent to
the root shall be closed within twenty-four (24) hours. Where
this is not possible, the side of the trench adjacent to the tree
shall be kept moist and shaded with burlap or canvas.
iii. Provide a minimum cover of 24” over all pressurized
mainlines.
iv. Provide a minimum cover of 18” over all non-pressurized
lateral lines.
v. Provide a minimum cover of 24” for all control wire.
vi. Provide a minimum of 30” cover under AC paving and
roadways.
b. Backfilling:
Trenches shall not be backfilled until all required tests and
inspection have been performed and the conditions have been
approved by the City Representative. Trenches shall be filled with
3” sand above and below mainline pipes. No material larger than ½
inch shall be permitted in the initial backfill. Backfill shall be tamped
in 4-inch layers under all piping and mechanically compacted to a
dry density equal to adjacent undisturbed soil in landscape areas
and shall conform to adjacent grade. Truck wheels shall not be
used to compact soil. If settlement occurs and subsequent
adjustments in pipe, valves, valve boxes, sprinkler heads, lawn,
planting, or other construction is necessary, the Contractor shall
make all required adjustments at no additional cost to the City.
c. Trenching and Backfilling under Paved Surfaces:
i. The Contractor shall install and cap all piping under paved
surfaces prior to paving work whenever possible.
ii. Sleeves under existing pavement may be installed by
directional boring. No hydraulic driving is permitted under AC
pavement at depths less than 36”. No hydraulic driving shall
be permitted under concrete roadways. The Contractor shall
repair any and all damage to existing facilities including
paved surfaces with like materials in accordance with City
standards and details.
iii. Any cutting or breaking of sidewalks and/or concrete that is
necessary shall be completed and replaced in kind by the
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Contractor as a part of the contract cost. Permission to cut or
break sidewalks and/or concrete shall be obtained from the
City prior to start of work.
iv. Sleeves shall be installed a minimum of 6” beneath the
bottom of the pavement subgrade or 36” from finish surface,
whichever is greater.
v. Mainline sleeving shall be a minimum of 2 times the line size
diameter. The sleeve shall have a minimum of 1 inch
clearance from the mainline and shall extend a minimum of
18” beyond such pavement unless physically impossible. In-
line fittings or couplings shall not be permitted under paved
surfaces except when the length of the line is greater than
20 feet. The ends of sleeves shall be capped until piping is
laid.
d. Line Clearance: All lines shall have a minimum clearance of six (6)
inches from each other and from lines of other trades. Parallel lines
shall not be installed directly over one another.
e. Assemblies:
f.
i. Routing of lateral lines is diagrammatic. Install lines and
assemblies in such a manner as to conform with the intent of
the drawings, comply with the irrigation details, and provide
and complete an operable irrigation system. The Contractor
shall not willfully install a system, which will not fulfill the
intent of adequate coverage. The Contractor shall be
responsible for adjustments to system to achieve adequate
coverage at no additional cost to the City.
ii. No manifolds shall be allowed in the irrigation system. Each
assembly shall have its own outlet.
iii. Install all assemblies in accordance with its respective detail.
In the absence of a detail or specifications, complete the
work in accordance with best standard practice with prior
approval of the Landscape Architect of Record or the City
Representative.
iv. Carefully inspect all PVC pipes and fittings to ensure that
they are cleaned of dirt, dust, and moisture prior to
installation. Solvent welding methods shall be as
recommended by the pipe, fitting, and solvent
manufacturers.
v. On PVC to metal connections, the Contractor shall work the
metal connections first. Teflon tape or approved equal shall
be used on all threaded PVC to PVC connections and on
threaded PVC to metal joints. Where threaded PVC
connections are required, use threaded hardening pipe dope
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on all threaded plastic-to-metal connections, except where
noted otherwise.
vi. The Contractor shall construct concrete thrust blocks at all
changes in direction on mainlines 3” or larger. Pipe restraints
may be used in lieu of thrust blocks on bell and gasket
piping.
Delete the first sentence of paragraph two (2) of Section 801-5.5.3 Riser and Nozzle
Line Installation which states:
“Risers for oscillation sprinklers and nozzle lines shall be galvanized steel pipe.
All other risers may be galvanized steel or Schedule 80 PVC.” Replace with “All
risers shall be threaded Schedule 80 PVC pipe.” Delete reference to single-swing
joint assemblies in paragraph six (6). All riser assemblies shall be a minimum of
double-swing joints.
Add the following paragraph after paragraph two (2) of Section 801-5.5.4 Sprinkler
Head Adjustment:
“The Contractor shall adjust all irrigation components for optimum performance.
There shall be no irrigation water onto walks, or roadways. If it is determined that
adjustments in the irrigation equipment will provide proper and more adequate
coverage, then adjustments shall be made at no additional cost to the City.
Adjustments may also include but are not limited to: changes in nozzle size,
adding heads, or changing the riser locations.”
Add the following after the first paragraph of Section 801-5.6 Automatic Control System
Installation:
“The location of the controller shall be as shown on the plans and shall be
approved by the City Representative before installation. The Contractor shall be
responsible for coordinating the electrical service connection and connecting the
controller to the power source. Remote control valves shall be connected to the
controller in numerical sequence as shown on the plans.”
Add the following to Section 801-5.6.2.1 Pipeline Pressure Test. General:
“Pressure mains shall be tested prior to the installation of control valves. Lines
shall be capped at the control valve connections. Mainlines shall be tested at a
pressure of 150 psi for not less than four hours. Lateral lines shall be tested at a
pressure of 100 psi for not less than two hours.”
Add the following to the end of Section 801-5.7.4 Operational Test:
“Any items deemed not acceptable by the City Representative shall be reworked
to the complete satisfaction of the City Representative. The Contractor shall have
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turned over all accessories, charts, record drawings, and equipment as required
before the project can be accepted. The Contractor shall provide certification
testing for all backflow preventers by a certified backflow prevention technician.
Certification shall be conducted in accordance with all State, Federal, and local
codes and regulations. The original written certification shall be submitted to the
City prior to acceptance of the project. The Contractor shall arrange and pay for
all testing and certification. The Contractor shall complete an irrigation coverage
test and have written acceptance of the same prior to beginning any planting
work with the exception of planting specimen trees and palms.”
Add the following section:
“Section 801-5.7.5 Temporary Repairs. The City reserves the right to make
temporary repairs as necessary to keep the irrigation in operating condition. The
exercise of this right by the City shall not relieve the Contractor of his/her
responsibility under the terms of the guarantee.”
Add the following section:
“Section 801-9 Guarantee. The Contractor shall repair or replace defective items
within a reasonable time frame at no additional cost to the City. Damage to plant
materials or adjacent facilities due to defective items or workmanship shall be
repaired or replaced at no additional charge to the City.”
924-4 MEASUREMENT AND PAYMENT
The contract price paid for Irrigation system components as listed in Bid Items 67A shall
be paid at the Unit Prices as indicated in the Bid Schedule shall include full
compensation for installation of a functioning irrigation system, including connection to
water meter and coordination with the water purveyor, complete in place as shown on
the plans, as specified in the Standard Specifications and these Special Provisions, and
as directed by the City Representative and no additional compensation will be allowed
therefore.
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SECTION 925
LANDSCAPE PLANTING
(Bid Item No. 28A)
925-1 GENERAL
This section sets forth the requirements for Landscape Improvements. Perform the work
in accordance with Sections 800 – Landscape and Irrigation Materials and 801 –
Landscape and Irrigation Installation of the SSPWC, latest edition, as modified and
supplemented below.
925-1.1 Work Included
1. Gather soil samples and coordinate soil testing of import soils.
2. Complete finish grading, furnish and install all import soil necessary
to replace over excavated material and for backfill required to
complete the planting shown on the plans and details.
3. Furnish and install all required backfill material, soil amendments,
fertilizers, and herbicides.
4. Furnish all labor, material, equipment, and services necessary to
provide all landscape planting, complete, in place, as shown and
specified.
5. Furnish and install all planting accessories, tree stakes, ties, and
guys.
6. Provide a plant establishment period of not less than thirty (30)
continuous calendar days after all plant material has been installed
and is in a healthy condition.
7. Provide maintenance to a period of not less than sixty (60)
continuous calendar days after completion of the plant
establishment period and acceptance of construction.
8. Guarantee and provide replacement as necessary, in accordance
with Section 1.7 of these Landscape Planting and Maintenance
provisions.
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925-1.2 Related Work Specified Elsewhere
1. Irrigation System
925-1.3 Protection of Work
The Contractor shall adequately protect the work, adjacent property and the
public, and shall be responsible for any damage, injury and/or loss due to the
construction of the landscape improvements. Damaged facilities shall be repaired
within three working days at no additional cost to the City.
925-1.4 Submittals
Submittals shall be made in accordance with Section 2-5.3
Submittals.
1. Agronomic Soils Report- After completion of rough grading and
prior to soil preparation, the Contractor shall provide the testing of
import soils for approval by the City Representative, and
composted materials by an independent agronomic soils testing
laboratory at least 2 weeks in advance prior to actual work
(member of the California Association of Agricultural Labs). No
less than two (2) samples within the median planter areas shall be
taken. Representative soil samples shall be taken in the field and a
written report shall be prepared by the soil scientist and shall
include tests for texture, fertility, toxicity along with
recommendations for soil amendments as measured in cubic yards
per 1,000 square feet to a depth of 6 inches, excavation pit
fertilization and post maintenance fertilization. Soils test shall be
performed after soil preparation to confirm that amended soil is in
compliance with the pre-plant soils report and specifications.
Deviation from the control mix shall not exceed twenty percent
(20%).
2. Materials List- Within two weeks (14) calendar days after award of
Contract, the Contractor shall submit to the City’s representative,
documentation that all materials are available for approval.
Materials shall not be ordered until materials submittals have been
approved. Submit the following:
a. Plant Materials (include pictures of plant(s) with a scaling
object such as a ruler or person). City Representative shall
tag all trees at the nursery and has the option of tagging all
project plant material at the nursery.
b. Amendments.
c. Topsoil- Class A.
d. Commercial Fertilizer.
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e. Mulch.
3. Substitutions- Any and all substitutions due to unavailability must
be requested in writing prior to confirmation of ordering. Contractor
shall provide a list of nurseries and suppliers contacted for
verification of unavailability. Substitutions shall not be permitted
after the Material List has been reviewed and accepted. No
substitutions will be allowed without prior written approval by the
City Representative. Equipment or materials installed or furnished
without prior written approval may be rejected and the Contractor
required to remove and replace such materials from the site at the
Contractor’s own expense. The Contractor shall not request a plant
substitution based solely on the Contractor’s failure to verify the
cost of plant material prior to bidding. The Contractor shall bear the
responsibility of providing the material as shown on the plans.
Delivery to the site may begin upon approval of samples by the
City’s Representative.
4. Certificates of Delivery- Prior to installation, the Contractor shall
submit to the City’s Representative all manufacturer’s literature,
receipts of sale, and laboratory analytical data, bearing the
manufacturers or supplier’s guaranteed analysis. The Contractor
shall provide certificates of delivery with each shipment of
materials. Certificates shall state source, quantity or weight, type
and analysis, and date of delivery. All certificates shall be delivered
to the City’s Representative. Written certifications required to be
submitted include:
a. Size and quantity of plant materials.
b. Quantity of all soil amendments.
c. Quantity and quality of topsoil.
d. Quantity of commercial fertilizer.
e. Quantity of other additives such as sulfur, iron sulfate,
gypsum, etc. Quantity and composition of organic mulch.
925-1.5 Quality Assurance and Requirements
1. Permits and Fees: See General Provisions, Section ‘E’ 7-5 for
payment of permits and fees for Capital Improvement Projects.
2. Ordinances and Regulations: Contractor shall abide by all
applicable local, state and federal rules and regulations relating to
the Scope of Work.
3. Explanation of Drawings: The Contractor shall be fully acquainted
with the site prior to construction. Drawings are diagrammatic and
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are generally indicative of the work to be completed. The work shall
be installed in such a manner as to avoid conflicts between
irrigation systems, planting and architectural features. Any
discrepancies in the plans or with existing field conditions shall be
brought to the attention of the City’s Representative immediately.
The Contractor shall not willfully install the planting as shown on the
drawings when it is obvious in the field that obstructions, grade
differences or discrepancies in area dimensions exist that might not
have been considered in the landscape design. In the event that
notification is not performed, the Contractor shall assume full
responsibility for any revision necessary.
4. Manufacturer’s Recommendations: Manufacturer’s
recommendations shall apply when no other direction is given or
when it is a more stringent requirement than these Specifications.
5. Correction of Work: The Contractor, at no additional cost to the
City, shall correct any and all discrepancies or unsatisfactory work.
The correction of work shall be finished within a reasonable period
of time mutually agreed upon between the City and the Contractor.
925-1.6 Delivery, Storage, and Handling
Plant Material: The Contractor shall notify the City’s Representative seven (7)
days in advance of delivery of all plant materials and shall submit an itemized list
of the plants in each delivery. Maintain and protect plant material in a healthy
condition prior to planting. Plant material which has been rejected or damaged
after acceptance shall be removed from the site and replaced with acceptable
materials.
925-1.7 Guarantee and Replacement
Written Guarantee: The Contractor shall furnish a written guarantee of materials
and workmanship for a period of one (1) year from the date of final acceptance.
The Contractor shall repair or replace defective items within a reasonable time,
but not more than 14 calendar days, from notification by the City at no addition
cost to the City. All shrubs, groundcover, and lawn shall be guaranteed for a
period of ninety (90) days from final acceptance. All trees shall be guaranteed for
a period of one (1) year from final acceptance. All guarantee periods shall begin
from the time of final written acceptance by the City. This acceptance shall be
after the Installation Maintenance period which consists of a 30-day Plant
Establishment Period and the 60-day Maintenance Period have been accepted
and approved in writing by the City.
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925-1.8 Order of Work
The irrigation shall be complete and operational prior to the start of any planting
installation. The Contractor shall have completed an irrigation test in the
presence of the City’s Representative and have written approval for the
installation. An exception may be made in the case of the installation of specimen
trees 24” and larger and palms. The Contractor shall be responsible to provide
adequate water to the specimen trees by whatever means necessary until the
irrigation is complete and operational.
925-2 MATERIALS
Add the following to Section 800-1 Landscape Materials:
“Use only materials of the brands, type or species noted on the drawings or
approved equal. Materials shall be new; plants shall be of the type and size
specified, standard approved and first grade quality free from diseases or
insects. All plants shall be tagged with botanical name (including variety) and
size in accordance with the standards of practice recommended by the American
Association of Nurserymen. Any rejected material shall be promptly removed
from the site.”
Add the following to Section 800-1 Topsoil:
“Topsoil shall be Class “A” as specified in Section 800-1.1. Topsoil to be used as
planting medium shall be fertile, well-drained, of uniform quality, free from stones
over 1-inch in diameter, sticks, oils, chemicals, plaster, concrete and other
deleterious materials.”
Add the following to the topsoil requirements at the end of Section 800-1.1.2:
“d) Boron and Sodium Content. Boron content shall not exceed 1 PPM as
measured by the saturation extract. Sodium absorption ratio (SAR) shall not
exceed 6 and the electrical conductivity of the saturation extract shall not exceed
3.0 milliohms per centimeter at 25 C.”
Add the following at the end of Section 800-1.2.1 General:
“Soil Amendment. The following organic soil amendments are for bid purposes only:
1. After soils test and at the direction of the soils lab, provide stable humus with a
carbon/nitrogen ratio of less than 25. See attached soils report.
2. Iron sulfate, 20% iron (expressed as metallic iron), derived from ferric and
ferrous sulfate, 10% (expressed as elemental). Ten pounds per 1,000 square
feet.” The Contractor is directed to fertilize, amend or otherwise treat the soil as
recommended and specified by the soils laboratory report.”
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Add the Following at the end of Section 800-1.2.3 Commercial Fertilizer:
“Fertilizer pellets or granules shall be slow-release, 12-8-8 by Gro Power (15065
Telephone Avenue, Chino, CA (909) 393-3744), Best Fertilizers or approved
equal and shall be mixed by the commercial fertilizer supplier. It shall be applied
at the rate recommended by the manufacturer and the soils report. Fertilizer shall
be applied every 45 days through-out the maintenance period at a rate agreed
upon by the Soils testing consultant A minimum of two applications shall be
completed. The Contractor shall provide the City’s Representative with materials
receipt for the fertilizers used. The Contractor shall provide the City with 48-hour
notice prior to fertilization. Should the Contractor fail to provide said notice or
materials receipt, the Contractor may be subject to reapplication of the materials
in the presence of the City’s Representative. Plant tablets shall be slow-release,
21-gram tablets as manufactured by Scott’s Agriform, Best, or approved equal.
They shall be applied at a rate of one tablet per 1 gallon plant, three tablets per
5-gallon plant, nine tablets per 15-gallon plant, twenty tablets per 24” box tree,
and per manufacturer’s recommendations for larger box sizes.”
Add the following to Section 800-1.2.4 Organic Soil Amendment:
“Organic Soil Amendment shall be Type 1 and shall not include Pine or
Eucalyptus.”
Add the following to Section 800-1.2.5 Mulch:
“Mulch shall be Type 1 only (ground wood product). Mulch shall be recycled
chippings from an approved source which do not contain Pine, Eucalyptus, trash,
or debris. If recycled materials are not available, a premium grade shredded
cedar bark shall be used. The Contractor shall apply a 2” depth of mulch to all
planter areas having a grade of 1:6 or less. Mulch shall be a typical “Forest Floor
Blend” with particles having a size between 2” and 4”. Contractor shall submit a
sample of the proposed mulch to the City’s Representative for approval prior to
delivery to the site.”
Add the following Section:
“800-1.2.6 Pesticides and Herbicides. All chemicals used for pest control shall be
registered by the State of California Department of Food and Agriculture and the
Environmental protection Agency with registration identification on the label. All
chemicals shall be applied as per the registered label instruction and
manufacturer’s recommendations. Restricted chemicals shall be applied in a
manner consistent with State and Federal Law by a licensed applicator
possessing the appropriate classification. No chemicals may be used on site
without prior written approval of the City’s Representative.”
Add the following to Section 800-1.4 Plants:
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“Trees and shrubs provided shall be of equal or better quality to that available at
Norman’s Nursery, Brightview Tree Company or Boething Treeland Farms.
A. Additional plants may be necessary to fill all areas at the on center
spacing or not illustrated on the plan.
B. All plant material shall be No. 1 grade healthy, disease, and pest free,
without visible damage, abrasions, or disfigurement.
C. Plants specified shall be delivered in the containers specified and true to
industry standard size for the container specified. Plants shall have been
growing with the specified container a minimum of six months and no
longer than one (1) year and shall be properly rooted without being
rootbound. Plants with cracked or broken root balls shall be rejected.”
Delete the last sentence of Section 800-1.4.1 General which states:
“Other than normal side pruning during the growth period, no pruning shall be
done prior to inspection at the nursery.”
And replace it with:
“Trees which have be topped, headed back, or otherwise damaged by pruning,
shall be rejected. Side pruning of lower branches is discouraged and may be
grounds for rejecting trees. Trees shall not be pruned after selection and delivery
to the site without prior written approval of the Landscape Architect of record or
City’s Arborist. Trees which have been pruned without authorization may be
subject to removal and replacement at no additional cost to the City.”
Add the following to Section 800-1.4.2 Trees:
1. “All trees shall be true to type or name as ordered or shown on the plans
and shall be individually tagged or tagged in groups by species and
cultivar (variety).
2. All trees shall be healthy, have a form typical for the species or cultivar, be
well-rooted, strong in branching pattern and properly trained. Trees which
are deemed by the City Representative not to have these qualities will be
rejected and replaced without additional charge to the City.
3. All trees shall comply with Federal and State laws requiring inspection for
plant diseases and pest infestations. Inspection certificates required by
law shall accompany each shipment of plants. Clearance from the County
Agricultural Commissioner as required by law, shall be obtained before
planting trees delivered from outside the County in which they are to be
planted.
4. The rootball of all trees shall be moist throughout and the crown shall
show no signs of moisture stress.
5. The tree crown of broad-leaved, decurrent trees shall have a single
straight trunk that has not been headed or topped. Potential lateral
scaffolds (height of lowest scaffold depends on landscape use) for small-
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growing trees such as Crape Myrtle shall be at least 2” apart vertically,
which could be trained in the landscape to 3 to 7 branches 4” or more
apart vertically. Large-growing trees such as Oak shall have lateral
scaffolds at least 6” apart vertically, which could be trained in the
landscape to 5 to 9 branches 18” apart or more vertically. Branches shall
be radially distributed around the trunk, be not more than 2/3 the diameter
of the trunk measured 1” above the branch and be free of included bark in
attachments (bark embedded between the trunk and a lateral). No laterals
below the lowest potential scaffold should be larger than ¼ the trunk
diameter at point of attachment.
6. Small temporary branches (less than ¼ diameter of trunk) below the
scaffold branches should not be removed.
7. Broad-leaved or coniferous, excurrent (central trunked) trees shall have a
single, straight trunk with no double leaders (co-dominant stems) or
vigorous, upright branches competing with the leader. Radial and vertical
distribution of branches shall form a symmetrical crown.
8. Each tree shall comply with the above criteria without having or having
had to remove, now or within the previous growing season (at least six
months), more than 25 percent of the branches of a size similar to or
larger than those of the potential scaffold branches.
9. The tree shall be free of roots visibly circling the trunk, and free of “knees”
(roots) or kinks protruding above the soil.
10. If in a tapered container, the rootball periphery shall be free of circling
roots larger than ¼” in diameter and a bottom mat of roots ¼” or larger
(the acceptable diameter of circling peripheral roots depends on species
and size of the rootball).
11. When untied from the nursery stake, the tree shall not bend to touch the
top rim of the container.
12. The trunk and main roots shall be free of circling roots and kinks within 2”
of the trunk to a depth of 2-1/2”. Inspect the roots by tipping the rootball or
container on its side and with a small jet of water expose the roots within
2” of the trunk to a depth of 2-1/2” below the topmost root attached to the
trunk. After inspection, replace soil washed from around the trunk with a
similar soil mix (less than ten percent of the total rootball volume should
be added). If circling of roots is suspected, a representative sampling of
approximately two trees or two percent of the total for each species
whichever is greater may be removed from their containers and cleaned of
soil. The trunk and main roots shall be free of circling and kinked roots.
Circling roots at the periphery of the rootball shall not be reason for
rejecting a tree unless the circling roots are large for the species and
shoot growth is not acceptable for the species.
13. In case the sample trees inspected are found to be defective, the City
reserves the right to reject the entire lot or lots of trees represented by the
defective samples. Any plants rendered unsuitable for planting because of
this inspection will be considered as samples and will not be paid for.
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14. Trees shall be of sufficient height and caliper for the container size and
plant type specified. Typically, 15-Gallon trees shall be 6’-8’, 24” box trees
shall be 8’-10’, 36” box trees shall be 10’ –12’.
15. Tree pits shall be tested for adequate drainage prior to planting trees. 12-
inch diameter by 72” depth augered pits (locations per plan) shall be dug
and filled with water in the presence of the City Representative. After 24
hours, the City Representative shall observe all holes to determine if water
has drained completely. Relocate tree(s) or install augured sumps in holes
which fail to drain properly, as directed by the City Representative.”
Add the following at the end to Section 800-1.4.4 Flatted Plants:
“All material from flats shall be well rooted, not cuttings. Flat grown plants shall
remain in the flats until transplanting.”
Modify Section 800-1.5.3 Tree Stakes as follows:
Delete the first sentence “The type of tree stake shall be as specified in the
Special Provisions.”
And replace with the following:
“Tree stakes shall be straight Lodge Pole Pine free from knots, splits, checks or
disfigurement. Stakes shall be 2-inch nominal size and 10 feet in length. Stakes
shall have a tapered drive point and chamfered top and shall be treated with an
approved wood preservative. Supports for staking shall be rubber cinch ties
manufactured by V.I.T. Company, Phone: (949) 891-8338, or approved equal,
attached in a figure eight position, and secured with a nail at the stake. All wood
preservatives shall be in accordance with the latest State, Federal, and local
codes and regulations. Stakes shall not rub the lower branches in such a way the
injury is caused to the tree. In some cases, the stake may need to be cut so they
do not cause damage to the scaffold branches.”
925-3 EXECUTION
Add the following at the end of Section 801-1 General:
“Perform actual planting only during periods when weather and soil conditions
are suitable and in accordance with locally accepted practice.”
Modify Section 801-2.1 to delete the reference to Class B Topsoil. Only Class A Topsoil
will be utilized on the project. Add the following after the last sentence:
1. Clearing and Grubbing
a. All existing planting within the limits of work shall be removed, with
the exception of the plants specifically called out in the drawings to
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remain, or as specified by the City’s Representative in the field.
Protect in place plants to remain. All vegetation to be removed shall
be grubbed, raked, and cleared from the site. The Contractor shall
remove from the site and dispose of in a lawful manner, all
materials grubbed from the site at no additional cost to the City.
b. All subsurface rocks over 2” in diameter and other underground
obstructions which may hinder proper fine grading, tilling, or
planting shall be removed to a minimum depth of 12”. All
abandoned utility lines uncovered or severed shall be cut below
grade and capped or plugged with concrete. Explosives shall not be
used for removal. Damage to utility lines shown on the plans shall
be repaired at the Contractor’s expense.
2. Perennial Weed Abatement- If live perennial weeds exist on site at the
beginning of work, a non-selective herbicide shall be sprayed per
manufacturer’s recommendations. Contractor shall mix dye with the
herbicide to insure adequate coverage. The sprayed plants shall be left
intact for a minimum of 15 days. The plants shall then be mowed and
grubbed to a depth of at least 4” below the finished surface.
3. Weed Abatement and Removed Tree Root Sprouting- Upon completion of
soil preparation and installation of all specimen trees, begin the weed
abatement program Spray a non-selective, translocative herbicide to
eradicate any germinated weeds or newly sprouted roots from trees that
have been removed. Translocation shall be 7-10 days or an approved
alternate time period. If weeds or grasses exist, re-water four times daily
for fourteen consecutive days, until new growth appears. Reapply
herbicide. Remove weeds after herbicide has had sufficient time to kill the
weeds. Repeat as necessary to eradicate weeds. Maintain the site weed
free until final acceptance by the City utilizing mechanical, manual, and/or
chemical treatment. After all plant material has been installed and a 30-
day plant establishment period has passed an approved pre-emergent
shall be applied before installation of organic wood mulch. Herbicide must
be approved by the City Representative.
4. Soil Amendment- All planting areas with slopes flatter than 2:1 shall
receive soil amendments. The amendments specified in the included
agronomic soils report shall be uniformly spread and cultivated thoroughly
by means of a mechanical tiller into the top 6” of soil.”
Add the following at the end of Section 801-2.4 Finish Grading:
“All rocks, clods, sticks or other debris shall be removed from the site and
disposed of in a lawful manner at the Contractor’s expense.”
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Delete from Section 801-4.5 reference to the use of Type 2 or 3 soil amendment. Only
Type 1 shall be used. Delete any reference to Type 2 through 6 mulches. Only Type 1
mulch shall be used.
Item c) shall be modified from “c) Prepared soil mix shall be deposited in the remainder
of the hole to finish grade.” to “c) Prepared soil mix and planting tablets per Section 800-
1.2.3 shall be deposited in the remainder of the hole to finish grade.”
Add the following to the end of the section:
“Planting Layouts. Locations for all trees, specimen shrubs (5 gallon and larger),
and outlines of areas to be planted shall be marked on the ground by the
Contractor before any plant pits are dug. All locations shall be approved by the
Landscape Architect and City’s Representative. Layout shall be accomplished
with flagged grade stakes indicating plant names and specified container size on
each stake. It shall be the Contractor’s responsibility to confirm with the City and
governing agency, the location and depth of all underground utilities and
obstructions. No planting shall take place until an irrigation coverage test has
been completed and the irrigation system has been approved, in writing by the
City, as complete and in place. (See Section 1.8 of these specifications.”)
Section 801-4.6 Plant Staking and Guying, including Sections 801-4.6.1 Method “A”
Tree Staking, 801-4.6.2 Method “B” Tree Staking and 801-4.6.3 Guying shall be deleted
in its entirety, and replaced with:
“Tree Staking. Trees shall be staked as shown on the Plans. Trees 36” and
larger may not need to be staked. The Contractor shall not stake trees if they are
able to stand straight without added support. The Contractor shall be responsible
for determining the necessity of staking. Staking and guying shall be done
immediately after planting using the materials specified in Section 800-1.5.3
(modified by these specifications). After staking, all plant material shall be
removed within 18” of the tree trunk. This area shall be covered with Type 1
mulch to meet finish grade.”
Delete from Section 801-4.7 Ground Cover and Vine Planting, the following sentence
from paragraph four (4):
“A 1-inch layer of Type 1,2,3, or 4 mulch shall be spread over the planted areas.”
and replace with “A minimum 2” layer of Type 1 mulch shall be spread over all
planted areas.”
Refer to Section 801-6 Maintenance and Plant Establishment of these
specifications for more information.
Add: “Section 801-4.9.6 Clean Up. The Contractor shall maintain the site in a tidy
manner at all times. Remove all trash, excess soil, empty plant containers, and debris
from the site on a daily basis during the course of the work. All trash shall be placed in a
proper container or dumpster which shall be emptied as needed. The Contractor shall
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leave the site broom-clean and shall wash down all paved areas within the Contract
area on a weekly basis or as needed to maintain a safe work area.”
Add: “Section 801-4.9.7 Observation Schedule. The Contractor shall be responsible for
notifying the City Representative and the landscape architect of record 48 hours in
advance for the following site visits:
1. Job start conference.
2. Acceptance of finish grade.
3. Acceptance of plant material.
4. Acceptance of planting layout.
5. Acceptance of tree pits, prior to planting.
6. Acceptance of soils preparation and planting.
7. Completion of planting and acceptance into the plant establishment
period.
8. Completion of 30-day plant establishment period, acceptance of pre-
emergent and acceptance into the maintenance period.
9. Final acceptance of the project and turnover items.”
Delete Section801-6 Maintenance and Plant Establishment in its entirety and replace it
with the following:
“801-6 Plant Establishment and Maintenance. The Contractor shall furnish all
labor, material, equipment, and services required to maintain the landscape in
pleasing manner. Watering, mowing, rolling, edging, trimming, fertilizing,
weeding, spraying, and pest control shall be included in the plant establishment
and maintenance periods. All hardscape surfaces shall be kept clean and all
gutters, drains and drainpipes shall be free of silt and debris. The Contractor
shall be responsible for maintaining adequate protection of the area. Damaged
areas including, but not limited to, plant death, vandalism, and theft, shall be
repaired at the Contractor’s expense until such time as the Contractor receives
written acceptance of the project by the City. The project will have one (1) 90-day
maintenance and plant establishment period. Maintenance and plant
establishment shall adhere to the following guidelines:
1. Plant Establishment- It is the responsibility of the Contractor to inform the
City of completion of the project and request an inspection or order to
begin the Plant Establishment period. The project will not be accepted into
the Plant Establishment period until the following items have been
completed and accepted by the City:
a. All punch list and correction items have been completed and
accepted.
b. An irrigation coverage test has been completed and accepted.
c. Permanent power has been established and is continuous to the
automatic controller(s).
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The Plant Establishment Period shall be a minimum of 30 days during
which time all plant materials shall thrive. All plants shall thrive without
disease, pest infestation, stress, die-back, broken branches, or poor
pruning. All planting areas shall be weed free. Any plants or seeded areas
that are not thriving at the end of the 30 days shall be replaced at the
Contractor’s expense. It shall be the Contractor’s responsibility to request
an inspection at the end of the 30-day period. If the Contractor fails to do
so, or if the plant materials are not in a satisfactory condition, the Plant
Establishment period will be extended until all areas are acceptable to the
City. The project shall not be segmented into maintenance phases unless
specifically authorized in writing by the City.
2. Maintenance Period- Once the project has been accepted into the
Maintenance Period of 90 days, the Contractor shall inspect the site
weekly performing all, fertilizing, edging, trimming, weeding, trash
removal, plant replacement, or other maintenance duties as needed to
maintain an attractive environment at no additional cost to the City.
a. The irrigation shall be checked weekly and adjusted as needed to
maintain plant health without run-off, overwatering, or overspray.
b. During the maintenance period, a balanced fertilizer shall be
applied at the rate recommended by the approved agronomic soils
report. In the event that ground cover, trees or shrubs, exhibit
nutrient deficiencies, necessary action shall be taken by the
Contractor at no additional cost to the City.
c. No pruning shall be done without approval of the City and shall be
in strict accordance with the International Society of Arboriculture
Standards and Practices. A Certified Arborist and/or Certified Tree
Worker shall perform pruning.
d. Shrubs shall not be clipped into balls or boxed forms. Trees and
shrubs shall be pruned back to the lateral branches or buds.
Stubbing will not be permitted.
e. Old, wilted flowers and foliage shall be pinched or cut off and
removed.
f. No supplemental daytime irrigation shall be allowed during the
post-establishment maintenance period without prior approval.
g. The site shall be kept free of all clippings, debris and trash. Drains
shall be kept free of trash, silt or debris.
h. Paved areas shall be kept clean.
i. The Contractor shall be responsible for pest management,
including insect, disease, invertebrate, or vertebrate. Pest
management shall be performed in accordance with all Federal,
State and local codes and regulations.
The Contractor shall be responsible for notifying the City, the local agency,
the landscape architect of record and all other necessary parties 10 days
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prior to the completion of the 90-day maintenance period (includes the 30-
day plant establishment period). All parties shall walk the site and create a
punch list of outstanding items to be corrected prior to the final
acceptance.
3. Final Acceptance- The Contractor shall be responsible for notifying the
City, the local agency, the landscape architect of record and all other
necessary parties 10 days prior to the completion of the maintenance
period. Deficiencies noted during the final inspection shall extend the
maintenance period until all deficiencies are corrected. All irrigation shall
be adjusted to required height in relation to finish grade. All planters shall
be maintained in a weed-free condition throughout the establishment and
maintenance periods. Plant material not showing vigor or that has been
damaged or is missing shall be replaced. If substantial amounts of plant
material have failed or is missing, the maintenance period shall be
extended until the health of the plants has been established for not less
than 30 days. All turn over items, including the turnover sheet,
maintenance manuals, equipment items, “As-built” plans, irrigation
controller charts and written guarantee shall be received and accepted by
the City prior to final acceptance. The end of maintenance shall occur only
upon written acceptance by the City.”
925-4 MEASUREMENT AND PAYMENT
The contract price paid for Planting, (Bid Item No. 28A) will be measured at the Unit
Prices as indicated in the Bid Schedule and shall include full compensation for each
item complete and in place. The Bid Schedule unit prices shall include full
compensation for all finish grading, soil preparation, planting, planting accessories and
all appurtenances required for a complete planted landscape and no additional
compensation will be allowed, therefore
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SECTION 926
REMOVE AND REPLACE ASPHALT CONCRETE
(Not a Bid Item)
926-1 GENERAL
The work of Remove and Replace Asphalt Concrete consists of removing and replacing
the existing asphalt concrete and base if necessary to the specified depth or to the base
layer.
926-2 MATERIALS
Materials used shall be Asphalt Concrete as specified in Subsection 203-6 of the
Standard Specifications. The class of combined aggregate grading and grade of
asphalt shall be Class B PG 70-10.
926-3 CONSTRUCTION
Where asphalt is to be removed and replaced within the same location that has been
disturbed by tree roots, and where roots are found after removal of asphalt, the base
and subgrade shall be over excavated an additional 12 inches below the asphalt
removal and any tree roots removed. The subgrade and base shall then be replaced
and recompacted. All removed material including but not limited to asphalt concrete,
concrete, base material, earth, pavement fabric and any other extraneous materials and
debris shall be removed from the site at the contractor’s expense. If base rock is
exposed, the surface shall be rolled.
Asphalt concrete shall be constructed as specified in Section 302-5 of the Standard
Specifications.
926-4 DISTRIBUTION AND SPREADING
Placement of asphalt concrete shall be in conformance with Subsection 302-5.5 of the
Standard Specifications and these Special Provisions.
No longitudinal joints will be allowed.
The Contractor shall designate staging areas approved by the City Engineer for trucks
to transfer trailers and perform clean out, if necessary. Trucks shall only use the
approved designated areas for these purposes.
To avoid picking up loose rock in the project area, the tires of all trucks must be lightly
oiled with linseed oil or soybean oil or approved equal, but not to the point of runoff.
Diesel fuel will not be allowed on the project for oil down of equipment.
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The provisions of Subsection 5-3.1 of the Standard Specifications are hereby
incorporated into these Special Provisions, whereby incompetent operators shall be
removed from the work. Indications of lack of experience, or unfamiliarity with the
equipment or its operation will be considered incompetence.
The Contractor shall be responsible for protecting existing storm drain inlets, swales,
and culverts to ensure that no sand, gravel, rock dust, tack coat, asphalt, or spoils from
paving operations enter into storm drain inlets. All PCC, brick or other decorative
surfaces within 500 feet of the work limits that are to be crossed by trucks used to haul
pavement material shall be covered with sand or other durable covering prior to
placement of asphalt concrete.
The Contractor shall have sufficient power brooms on site during all periods of
distribution and spreading to provide for cleanup of haul routes and work areas. Power
broom shall provide miscellaneous cleanup of pavement material spoils as directed by
the City’s Project Representative.
926-5 ROLLING
Rolling of asphalt concrete shall be in conformance with Subsection 302-5.6 of the
Standard Specifications and these Special Provisions.
An extra breakdown roller shall be on site at all times, free of defects.
Breakdown rolling shall commence when the asphalt concrete is placed. Rolling shall be
accomplished with the drive wheel forward and with the advance and return passes in
the same line.
926-6 MEASUREMENT AND PAYMENT
No separate payment will be made for work or other features as required and outlined in
this Section, "Remove and Replace Asphalt Concrete." Full compensation for such
work and features shall be considered included in the price bid for "Pavement Milling,"
“Asphalt Concrete Pavement and Base,” and “Asphalt Rubber Hot Mix” and no
additional compensation will be allowed therefore. Such payment shall be considered
full compensation for furnishing and maintaining all materials, labor, equipment, and all
incidentals necessary to complete the work in accordance with the Standard
Specifications and these Special Provisions.
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SECTION 927
POTHOLING
(Bid Item No. 70A)
927-1 GENERAL
Work to be performed under this Section covers all labor, materials, tools, equipment,
traffic control, and incidentals necessary to determine the exact locations of all existing,
underground utilities. All such work shall conform to the applicable provisions of the
Standard Specifications and these Special Provisions.
927-2 CONSTRUCTION
The Contractor shall determine the exact location of all existing utilities and
underground PCC pavement, whether shown or not shown on the plans, prior to
beginning construction of Contract Work. Potential conflicts with underground utilities
include, but are not limited to, water and sewer lines, electrical lines, communications
lines, gas lines, and other underground facilities. Contractor shall pothole and verify
elevations at utility/sleeve crossings prior to construction. Contractor shall confirm exact
location of existing utilities within the areas that the roadway finish grade elevations are
being lowered to confirm that the exiting utilities will have adequate cover, as
determined by the Engineer, and that any existing utility covers can be lowered without
conflicting with the existing utility, facility, or structure. If conflicts are discovered, the
Contractor shall immediately notify the Engineer.
Finally, the Contractor shall confirm the exact locations and limits of the underground,
existing PCC pavement and notify the Engineer of any location discrepancies from what
is shown on the Plans.
927-3 MEASUREMENT AND PAYMENT
The measurement and payment for Potholing will be made at the contract unit prices bid
for the bid item shown in the Bid Schedule
The above contract price and payment shall be considered as full compensation for
furnishing all labor, materials, equipment, tools, transportation and incidentals, and for
doing all the work involved and necessary to determine the exact location of all existing
utilities and underground PCC pavement. The cost of potholing shall include traffic
control and trench plating, if necessary, and no additional compensation will be paid.
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SECTION 1000
WATER IMPROVEMENTS
(Not a Bid Item)
1000-1 GENERAL DESICRIPTION OF WORK
The Contractor shall furnish all materials, equipment, tools and labor for the
construction of:
PRINCETON AVENUE WIDENING - WATER IMPROVEMENT PLAN
In accordance with the plans and specifications, the work shall include but not be limited
to: sheeting and shoring; trenching; excavation; potholing; bedding and backfill; removal
and reconstruction of existing improvements; dewatering; installing water pipe and
appurtenances; flushing, testing and disinfecting; disposal of all excess excavated or
removed materials; the construction of temporary and permanent pavement resurfacing;
and needed work as indicated and shown in these plans and specifications.
1000-2 PROJECT LOCATION
The work to be done under this contract is situated in Moorpark, starting east of the
intersection of Princeton Avenue and Nogales Avenue east of the 118, north of the
UPRR crossing, and extending approximately 3,215 feet westerly on Princeton Avenue
and connecting to existing water pipe. A more detailed location map is shown on the
plans for this project.
1000-3 PRE-BIDDING CONFERENCE
A pre-bid conference and site tour will be held at _______________10:00 a.m. at the
Ventura County Waterworks District No.1 office at 6767 Spring Road, Moorpark, CA
93020, telephone (805) 378-3005. Bidders are encouraged to attend.
The meeting will be held for the purpose of answering any questions concerning the
project. None of the information transmitted at this meeting is to be construed to modify
the plans and specifications in any way. Any modification will be forwarded to all plan
holders as an addendum.
1000-4 SUBSURFACE DATA AND REPORTS
The following reports have been prepared for this project and is available for review at
the City of Moorpark Public Works Department, located at 799 Moorpark Avenue,
Moorpark, CA 93021.
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Geotechnical Studies Prepared by Earth Systems Southern California:
Geotechnical Report VT-24436-2, dated August 28, 2011, and updated
September 8, 2011 “Geotechnical Update Report, Princeton Avenue
Widening”
Geotechnical Report 16-4-69, dated April 28, 2016
Geotechnical Report 20-2-70, dated February 14, 2020
1000-5 PERMITS, EASEMENTS, AND LICENSES
Some of the work to be performed under these Plans and Specifications is located
where encroachment permits are required. The Agency has applied for and obtained a
County Encroachment Permit.
The Contractor shall have on site a current general excavation permit from OSHA. The
Contractor shall comply with all permits related to this project. The Contractor shall also
obtain any other permits, as required by Local, County, or State Ordinances.
1000-6 WATER FOR CONSTRUCTION
The Contractor may take construction water from a fire hydrant at a location to be deter-
mined by the Agency. The Contractor will not be charged for the water; however, the
Contractor shall pay the hydrant meter installation fee and the refundable trust deposit.
Actual fees and costs will be determined by the District. It is the Contractor’s
responsibility to coordinate the acquisition of the required fire hydrant meter from the
Ventura County Waterworks District No. 1 (District). The District will install the hydrant
meter at the appropriate hydrant and the Contractor shall be responsible for transporting
that water from the meter to the site. Transporting may be by hoses, temporary pipes or
water truck but whichever method is used, it shall be leak-free and shall not cause an
accumulation of water on the road or in the work or staging areas.
1000-7 DISPOSAL OF EXCESS MATERIAL
The Contractor shall be responsible for lawfully disposing of all surplus soil and other
materials resulting from excavation and trenching at a proper place of disposal.
1000-8 GENERAL GUARANTEE
The Contractor's attention is directed in particular to the last paragraph of Section 6-8 of
the Ventura County Standard Specifications (VCSS).
Manufacturer's standard guarantee shall be submitted with all shop drawing submittals.
1000-9 SURVEYING
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Survey services shall be provided by the Contractor at the Contractor's expense.
Survey services shall be in accordance with Section 2-9 of the VCSS. The Contractor
shall notify the Engineer forty eight hours in advance of the times and places at which
he intends to do work, in order that lines and grades may be checked, and that
necessary measurements for record and payment may be made with minimum
inconvenience to the Agency or delay to the Contractor.
1000-10 WATER SHUT-DOWN
The Contractor shall not operate the existing water system. Any shutdown of the
existing system as required to perform the work in this contract shall be coordinated
with the District at least 14 working days prior to intended shut-down. In the event of an
emergency, the Contractor shall call (805) 378-3005.
1000-11 RECORD DRAWINGS
The Contractor shall maintain at the jobsite one set of full size contract drawings neatly
marked with red lines to show any deviations that have been made from the contract
documents including buried or concealed construction and utility features that are
revealed during the course of construction. Said record drawings shall be
supplemented by any detailed sketches as necessary or directed to indicate fully the
work as actually constructed. Record drawings shall be accessible to the Engineer at
all times during the construction period and shall be delivered to the Engineer upon
completion and prior to acceptance of the work.
Progress payments may not be accepted if the record drawings are not kept current.
Request for final payment shall not be approved until completed, legible record
drawings showing all variations between the "work as constructed" and as originally
shown on the contract documents has been delivered and approved by the Engineer.
1000-12 DIMENSIONS AND VERIFICATIONS
The stationing shown on the plans and in these Specifications was established by
formal survey methods. No warranty is made, expressed or implied, as to the accuracy
of these dimensions, and it is the Contractor's responsibility to verify all dimensions
before construction in accordance with these Specifications.
Prior to ordering any materials or beginning any construction, the Contractor shall
expose the existing system at the intended point of connection with new facilities, and
shall verify the location, elevation, types, and sizes of materials and fittings required to
make the connection. The Contractor shall verify the exact location of existing water,
sewer, oil, and gas mains and laterals, telephone cables, storm drainage, and other
utilities and obstructions prior to construction in order that revised grades or alignment
may be established if required. When existing conditions are encountered which, in the
opinion of the Engineer, require temporary suspension of work for design modifications
or for other determinations, the Contractor shall move to other areas of work until such
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determinations are made. No additional compensation to the Contractor shall be made,
except that an appropriate time extension for completion may be allowed when it affects
the overall construction schedule.
1000-13 SHOP DRAWINGS AND SUBMITTALS
The Contractor shall submit shop drawings in accordance with Section 2-5.3 of the
VCSS, except as herein noted. The Contractor shall review, stamp with his approval,
and submit for review by the Engineer shop drawings for all materials and equipment to
be incorporated into the work. Shop drawings shall be submitted with promptness and
in orderly sequence to cause no delay in the prosecution of the work.
Shop drawings are drawings, diagrams, illustrations, schedules, performance charts,
brochures and other data which are prepared by the Contractor or any Subcontractor,
Manufacturer, Supplier or Distributor, and which illustrate some portion of the work.
Shop Drawings requirements are:
Items 1 per Section 2-5.3.2 of the General Provisions:
Gradation sheets and certifications for imported earth material.
Mix design and certifications for concrete and asphalt.
Dimensional drawings and exploded materials of construction drawings
and certifications for all mechanical and electrical equipment, including
valves, hydrants, air and vacuum valves, blow-offs and couplings.
Dimensional drawings, joint information and certifications for pipe
materials including branches, mains, and couplings.
Paint mixes, Safety Data Sheets, and color swatches for field coating of
above grade facilities and for protective coating of below grade iron
fittings.
Slurry Backfill
Base Material
Bedding Material
1000-14 PRE-CONSTRUCTION MEETING
The Contractor shall attend a pre-construction meeting scheduled by the Engineer at
the City of Moorpark Public Works Department, located at 799 Moorpark Ave.,
Moorpark, CA 93021. The meeting shall be attended by the Contractor's project
superintendent, foremen, subcontractors, suppliers, and representatives from other
agencies appropriate to the agenda.
1000-15 DISTRICT SPECIFICATIONS AND STANDARDS
The Ventura County Waterworks District Nos. 1, 16, 17 & 19 have prepared standard
specifications and standard drawings for water system construction. The standard
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drawings are identified on the plans as VCWWD No. 1 Standard Plan. These
references are included in the Appendix for reference.
1000-16 UTILITY CROSSINGS
Changes in alignment and grade of the pipeline or changes in the fittings at connections
due to utility crossings shall be approved by the Engineer. The cost incurred in making
utility crossings shall be included in the price bid.
1000-17 SALVAGE MATERIALS
Existing pipe and fittings to be removed as part of this work and designated by the
District to be salvaged, shall be salvaged and delivered intact to the District yard at
6767 Spring Road, Moorpark, CA 93020. Set materials in a neat stack at a location
designated by the yard manager. Materials to be removed and not salvaged shall be
disposed of in accordance with the demolition plan per Ventura County Integrated
Waste Management Division (IWMD) permit requirements.
1000-18 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
The Contractor shall be responsible for the protection of property adjacent to the work
site. Protection and restoration of existing improvements shall be in accordance with
Subsection 7-9 of the VCSS.
1000-19 MEASUREMENT AND PAYMENT
Measurement and payment for other items of work are stated in the proposal and
specified in the appropriate technical specifications. The prices stated in the proposal
for the various items of work shall constitute the full and complete compensation for the
work. Where the bidder feels an item of work is not covered by an item listed in the
proposal, the Contractor shall include the price of the work item in the various items of
bid to which that work item is pertinent and no additional payment shall be made
therefore.
Where quantities are shown, said quantities are estimates of the required work. At the
completion of the work and prior to final payment, the Contractor and the District shall
agree on final quantities and a Change Order, in accordance with the General
Provisions, shall be prepared to account for additions or subtractions in the quantities of
the installed work and the final payment shall be calculated based on the adjusted
quantities.
Payment for compliance with the conditions of this section shall be considered as
included in the various work items shown on the bid form and no additional payment
shall be made therefore.
END OF SECTION
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SECTION 1001
EARTHWORK AND OPEN TRENCH PIPE LAYING
(Bid Item Nos. 72B, 74B to 81B)
1001-1 GENERAL DESICRIPTION OF WORK
Work shall include all clearing, grubbing, grading, trenching, excavation, trench and
structural backfilling and compacting, disposing of excess material, importing and
placing special bedding or backfill, and installing pipe as required for the complete
performance of the work as indicated on the plans or as specified herein. Except as
specified in these Special Provisions, earthwork shall be performed in accordance with
Part 3 of the VCSS and Standard Plans and Specifications for Public Works
Construction (SSPWC), The “Greenbook”.
All existing facilities such as utilities, drainage or irrigation structures, fences, walls, and
other structures encountered, shall be protected in place and any damage to such
facilities shall be repaired or replaced immediately to the satisfaction of the Engineer.
Fences and other structures may be removed only with the permission of the Engineer.
Private roadways shall be kept in a safe condition and open to traffic at all times.
1001- 2 MATERIALS
1001-2.1 Pipe and Appurtenances
1001-2.1.1 General
The work performed under this section includes the provisions, shipment,
storage and installation of water pipe for open-trench, or in accordance
with the Specifications, except as modified herein.
1001-2.1.2 Submittals
Submit manufacturer's data sheets showing dimensions and materials for
construction for each type of pipe to be installed. Submit Certificates of
Compliance with all material specifications (ASTM's, MILSPEC or others)
as required by these Specifications.
1001-2.1.3 Selection and Use of Alternative Pipe Materials
The Contractor shall select alternative pipe materials to be utilized for the
size of pipe and method of installation subject to review and approval of
the Engineer. Once selected, there shall be no change of materials
except by written approval of the Engineer.
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1001-2.1.4 Materials
A. PVC Pipe
1. PVC pipe 8-inch in diameter and larger shall be in accordance with
the latest revision of AWWA C900 Table 1A DR18.
2. PVC pipe 6-inch in diameter shall be in accordance with AWWA C-
900 Table 1A, DR 14.
3. Joints: Pipe joints for C-900 pipe shall be push on Rubber Ring
Joints per AWWA C111 except as shown on the plans.
4. Fittings: Elbows, tees, crosses and other fittings shall be cast iron
Restrained Mechanical Joint. Mechanical Joint bells shall be
integrally cast into the fitting. The follower shall be a restraining
follower that compresses a rubber gasket to seal the water, then
has teeth that bite into the pipe to restrain the connection.
Restraining followers shall be made specifically for use on the pipe
used on the project. Restraining followers shall be EBAA Iron
Megalug, Romac Roma-Grip, or equal.
Locator Wire: All pipes shall have affixed to the top thereof a 14-gauge
solid core insulated locator wire in accordance with VCWWD No.1
Standard Plan W-1.
B. Valves
Gate valves: Cast iron bodied resilient wedge gate valves, size as shown
on the plans. Bonnet bolts shall be stainless steel. Valve stems shall be
low-zinc bronze. Valve shall be epoxy bond coated at the factory. Valves
shall be as designated in VCWWD No. 1 Approved Materials List. Install
per VCSS 306-10 and VCWWD No. 1 Standard Plan W-2.
Air and vacuum valves: Air Vac valves shall be per VCWWD No. 1
Approved Materials List. Install per VCWWD No. 1 Standard Plan W-3.
Fire hydrants: 4” x 2 ½” x 2 ½” x 6” inlet, in accordance with VCSS 306-10,
and VCWWD No. 1 Standard Plan W-9. The distance from the end cap of
the 4-inch nozzle to the end of the operating stem shall not exceed 16 ½
inches when in the closed position.
Blow-offs: Per Plans
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C. Delivery and Temporary Storage of Pipe
Ship, store, and place pipe at the installation site supporting the pipe
uniformly. Avoid scratching the pipe surface. Do not stack higher than
four feet nor stack with weight on bells. Cover to protect from sunlight.
Do not install gouged or scratched pipe that shows a clear depression or
pipe that has been discolored by prolonged exposure to sunlight.
1001-2.2 Bedding Material
Bedding material for the pipe shall be in accordance with VCWWD No. 1
Standard Plan W-1, Trench Details.
1001-2.3 Trench Stabilization
Where required by the Engineer, or where meeting the criteria set forth in
VCWWD No. 1 Standard Plan W-1, a trench foundation shall be installed in
accordance with Note 3 of the VCWWD No. 1 Standard Plan W-1.
1001-2.4 Trench Backfill Above the Pipeline
Slurry backfill above the pipe sand cover shall be 1-1/2 sack cement sand slurry
with a slump sufficient for flowable mix.
1001- 3 CONSTRUCTION
1001-3.1 General
The Contractor shall comply with the Plans, Standard Specifications, Standard
Plans and with these Special Provisions regarding all excavation and earthwork.
Particular attention shall be given to Section 7-10.4 of the VCSS. Existing
substructures and utilities shown on the drawings were taken from available
records. However, the Contractor shall, by potholing or other means, verify the
existence and/or location of all utilities, substructures and service laterals. The
Contractor shall, during the life of this project, provide for the protection of all
existing substructures or utilities in or adjacent to the work and provide for their
uninterrupted service. If any such utility or substructure is interrupted from
service due to the Contractor's activities, the Contractor shall, at his own
expense, provide temporary service and, if required, replace the utility to the
District’s satisfaction. In the event of any unauthorized over excavation, all work
required for backfill and compaction shall be at the Contractor's expense.
Excavation and backfill for structures shall be in accordance with VCWWD No. 1
Standard Plan W-1 and these Special Provisions.
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1001-3.2 Trench Excavation
Trench excavations shall be open-cut wherever possible and shall conform to
Section 306-1 of the VCSS. Trenches shall be excavated as indicated in
VCWWD No. 1 Standard Plan W-1 such that the pipe cover will be as shown on
the plans.
VCWWD No. 1 Standard Plan W-1 is hereby modified as follows:
Native Backfill or PMB @ 90% Compaction (UNPAVED AREAS) is hereby
changed to 95% COMPACTION.
The trench bottom shall be graded to provide a smooth, straight, firm and stable
foundation at every point throughout the length of the pipe. The trench bottom
shall be free of rocks, clods or debris, and shall not have raised area more than
four inches above the average trench bottom so that no protrusions through the
bedding into the pipe wall will be possible. Bedding material shall be a minimum
of six inches below the pipe. At each joint in the pipe, the bottom of the trench
shall be recessed in such a manner as to relieve the bell or coupling from all
loads and to insure continuous bearing along the pipe barrel. This recess shall
also be large enough to prevent foreign material from entering the pipe.
Except as required to replace unsuitable material, any excavation carried below
the subgrade shown shall be refilled to the required grade with the same material
as required for FOUNDATION MATERIAL per Note 5 of VCWWD No. 1 Standard
Plan W-1. Such work shall be performed by the Contractor at his own expense.
All subgrade and/or natural soils subgrade material shall be compacted to obtain
a firm subgrade before installing pipe or bedding sand.
Excavated material shall be neatly placed and kept shaped to cause the least
possible interference with public travel. To the maximum possible extent, free
access must be provided to all fire hydrants, water valves, meters and private
driveways. The Contractor shall control grading to prevent surface water from
running into excavations. Obstruction of normal surface drainage shall be
avoided and means shall be provided whereby storm water can flow
uninterrupted in existing ditches, culverts, other surface drains or in temporary
drains.
All excess excavated material shall become the property of the Contractor and
shall be removed from the site and disposed of at his own expense.
During trench excavation, place the excavated material only within the working
areas. The Contractor shall conform to federal, state, and local codes governing
the safe loading of trenches with excavated material.
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1001-3.4 Dewatering of Trenches and Excavations
Work to be performed under this section covers all labor, materials, tools,
equipment and incidentals necessary to dewater the project construction areas
as required by the presence of groundwater, introduction of construction water,
pipe disinfection water, and pipe drainage and flushing water and to comply with
all provisions of the SWPPP.
The last sentence of the first paragraph of Section 3-2.2.1, "Contract Unit Prices,"
of the VCCS, is hereby deleted for this item of work.
Removal of groundwater to a level of two (2) feet below any pipe and structure
subgrade shall be accomplished prior to installation of bedding or foundation
sand. All bedding and construction materials shall be placed on a subgrade that
is compacted to a minimum of 90% maximum density ASTM D- 1557, and
completely free from water. Such ground water dewatering shall be maintained
below the pipe and structure subgrade until the backfill and compaction of the
pipe trenches and structure excavations have been completed.
All ground or surface water encountered shall be disposed of in a manner that
shall not damage private and public property and in accordance with the
requirements of the RWQCB as set forth in the SWPPP.
1001-3.5 Sand Bedding
The bedding shall be installed and compacted in accordance with the above
mentioned VCWWD No. 1 Standard Plan W-1. Excavate bell holes for the bell
and spigot joint so the barrel of the pipe is fully supported along its length. After
installation of the pipe and wire, install bedding material evenly on both sides of
the pipe to prevent movement of the pipe during backfill. Care shall be taken to
place the sand in such a way the locator wire does not get pushed off the top of
the pipe. In the event the wire is pushed off the top of pipe, work shall be
stopped, the wire recovered and retaped to the top of the pipe. At no time shall
the wire be allowed to travel under the pipe, thus shielding it from transmitting a
locator signal to the surface. Once the sand has been placed along the sides of
the pipe, the Contractor shall compact the sand to 90% relative density. Then a
second lift of sand to the required thickness shall be placed and compacted to
the same standard. The compacted thickness of sand over the top of pipe shall
be 12 inches. Jetting is not allowed. After the placement of the sand and
conditioning the sand to near optimum moisture content, the Contractor shall
pass over the sand with a mechanical tamper to consolidate and compact the
sand to the percentage specified in the aforementioned detail. Compaction
testing shall be completed on the sand prior to trench section backfill.
1001-3.6 Trench Foundation
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Trench foundation shall be placed at locations deemed as unsuitable for support
of the pipe and pipe bedding as determined by the Engineer. Trench foundation
shall be as indicated in VCWWD No. 1 Standard Plan W-1.
1001-3.7 Installing Pipe
1001-3.7.1 General
Install pipe as shown on the plans and as specified herein. Where
conflicts occur between the manufacturer's recommendations and these
Plans and Specifications, the Contractor shall alert the Engineer prior to
installing pipe.
1001-3.7.2.1 PVC Pipe Installation
A. GENERAL
PVC pipe shall be installed in accordance with the manufacturer's
recommendations and the applicable sections of AWWA Manual
No. 23, "PVC Pipe - Design and Installation", and these Special
Provisions using approved tools and equipment.
B. HANDLING PIPE
Hoist pipe with mechanical equipment using a cloth belt sling or a
continuous fiber rope which avoids scratching the pipe. Do not use
a chain. Pipes up to ten inches in diameter may be lowered by
rolling on two ropes controlled by snubbing. Pipes six inches in
diameter or less can be lifted by hand.
C. ASSEMBLY OF PIPE
Assembly of Pipe Rubber Ring Joints: per AWWA C111.
D. CURVES
Curves in pipes may not be accomplished by bending or stressing
the pipe. Curves shall be negotiated by offsetting the joints no
more than one-half the allowable offset published by the
manufacturer. Where curve radii do not allow the offsetting of full-
length pipe, shorter joints may be used. At no time shall any joint
less than five feet in length be used to negotiate a curve. In the
event more deflection is required, the angle shall be negotiated by
the addition of a ductile iron bend fitting.
1001-3.7.3 Coatings
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BURIED PIPE FITTINGS – Buried metal pipe fittings, cast and fabricated
flanges, flange bolts and miscellaneous couplings and special fittings shall
receive one heavy brush coat (20-30 mils DFT) of mastic coating prior to
backfill. Mastic shall be Tapecoat Mastic Protecto Wrap 160/160H Mastic,
or equal. After coating, plastic wrap all buried metal pipe and/or fittings
per AWWA C105.
Above ground ferrous metals, other than stainless steel and equipment,
including all steel and ductile iron piping shall be prepared and coated in
accordance with the following requirements, except where painting or
galvanizing is specified elsewhere:
a. Surface preparation: All surfaces shall be free of dirt, rust, grease,
or other foreign matter before coating. Surfaces shall be cleaned in
accordance with Steel Structures Painting Council SSPC-SP-10
(Near white blast cleaning). Weld surfaces, rough edges and
coatings splatter or defects shall be ground smooth and weld
splatter removed. Items having a shop applied primer shall not be
blast cleaned.
b. Application: Application shall be in strict conformance with the
manufacturer’s recommendations. All sharp edges, nuts, bolts or
other items difficult to coat shall receive a brush-applied coat of the
specified coating prior to application of each coat.
Coating System: Primer:
Shop primed materials: one coat, polymeric epoxy amine having 99%
solids – 2 mils DFT, Carboline Rustbond
Blast Cleaned Metals surfaces: Cycloaliphatic Amine Epoxy having 90%
solids: 3 mils DFT per coat, two coats. Carboline Carbomastic 90.
Coating System: Finish Coat: Aliphatic Acrylic Polyurethane having 70%
solids, 2.5 mils DFT, 2 coats, Carboline Carbothane 134 VOC.
Apply coatings in accordance with manufacturer’s instructions. The total
system shall have a minimum 8 mils DFT.
1001-3.7.2.2 Services
Install domestic, fire and irrigation services as indicated on the plans.
Services smaller than 3-inch shall be type K soft copper and bronze
service saddles as shown on VCWWD No. 1 Standard Plan W-5 and W-6.
3-inch and 4-inch services shall be in accordance with VCWWD No. 1
Standard Plan W-7 and W-8. For fire services, a Double Detector Check
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Valve Assembly per VCWWD No.1 Standard Plan W-13 is required and
for all commercial or irrigation services, a Reduced Pressure Principal
backflow preventer per W-14 is required.
1001-3.8 Trench Backfill
1001-3.8.1 Pipe Installation
Install pipe in accordance with ASTM C12, the manufacturer's
recommendations and SSPWC Section 306-1, except as modified
below:
Provide and maintain means and devices at all times to remove
and dispose of all water entering the trench during the process of
pipelaying. The trench shall be kept dry until the pipelaying,
jointing, and backfill are completed.
1001-3.8.2 Trench Backfill
Backfill zone material shall be placed in such a manner as to obtain
a relative compaction of not less than that shown on VCWWD No. 1
Standard Plan W-1. For all excavations within the State right-of-
way, backfill in the trench zone shall consist of slurry from the top of
the pipe zone one foot above the pipe to the bottom of the paving
zone, flush with the bottom of the aggregate base section.
Place slurry after pipe installation and inspection, thrust block and
thrust block placement.
1001-3.9 Compaction Tests
Relative soil compaction shall be determined by the Agency, using ASTM
D1557 test method.
The first compaction test shall be paid for by the Agency. The Contractor
shall pay for all subsequent re-tests until the required compaction is
verified to the satisfaction of the Engineer.
1001-3.10 Connections
Upon completion of installation, disinfection, pressure testing and
acceptance of the pipeline and appurtenances, carefully expand the
excavation around all intended points of connection to the existing pipeline
and customer service assemblies and expose the intended work areas.
Identify where removals of existing pipe and appurtenances shall take
place and determine the required fittings, pipe, concrete, dewatering
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equipment, disinfectant and appurtenant materials. Assemble all required
fittings, tools, disinfectants, and prepare fittings, pipe etc. for making the
connection.
Once the connections have been planned and scheduled, and a minimum
of 14 working days in advance of intent, the Contractor shall notify the
District of intent to make connection and request a shut-down of the
existing water system. Forty-eight hours prior to starting the work, the
Contractor shall again notify the District of intent to make connection and
shall request a shutdown of the existing system. In the event the
scheduled tie-ins are expected to take longer than eight hours from start of
shut-down to full service restoration, the District shall require by-pass
piping to those customers that will be out of service.
Once the District has completed shutdown of the pipeline, the Contractor
shall install plastic sheeting in the area under the pipe where the water
from the pipe will be drained and create a sump for the water. Once the
plastic is in place, the Contractor shall open the pipe and allow water to
exit the pipe into the sump created. A dewatering pump and hoses shall
be used to keep the water exiting the pipe lower than the pipe outlet and
shall not allow the water to reenter the pipe. In the event the water leaving
the pipe backs into the pipe, the pipe will then be considered as
contaminated and shall be disinfected in accordance with the method
specified herein for the new pipe system.
After dewatering, the Contractor shall carefully remove all pipe and fittings
necessary to complete the installation and connection. All pipe and
appurtenances removed shall be delivered as salvage to the County
Waterworks Moorpark maintenance yard and stored where designated by
the District’s Representative or disposed of in accordance with the
demolition plan per IWMD permit requirements.
Once the removals are complete and installation is ready to commence,
the Contractor shall prepare a solution of one gallon of non-odorized
household bleach in four gallons of potable water. The ends of the existing
pipe to remain shall be carefully washed completely around the inside,
and outside where sleeve couplings are used, of the pipe immediately
prior to installing any new pipe or fitting. Immediately before being
lowered into the trench, any new product that may come in contact with
the water shall be washed with the chlorine solution over the entire portion
inside and outside where potable water will be in contact. Valves shall be
washed with the valve open, and then be closed and the disc face washed
on each side. At all times, the wash rag, cloth, sponge or other device
shall be kept clean and free of dirt. In the event the device is placed in, or
falls in the dirt, it shall be replaced with clean devices; in no case shall it
be washed and reused.
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The new product shall be installed with due care and diligence to prevent
any foreign material from entering the pipe during installation. In the event
foreign material does enter the pipe, the work shall be stopped, the item
cleaned and rewashed with the chlorine solution, then reinstalled.
Upon completion of the installation and connection, all bolts and
connections shall be fully tightened, greased, wrapped and appropriate
thrust and anchor blocks installed.
Once the anchor blocks are cured to an acceptable state, the Contractor
shall so notify the District, who shall then recharge the pipeline.
With the pipeline fully restored to full service, the Contractor and the
District shall watch the exposed connection and carefully inspect for
leakage over a 10-minute period. Any leakage discovered shall be
repaired.
Upon completion of the leakage test, remove the plastic sheeting and
install the sand bedding and backfill, valve risers and boxes, and other
appurtenances, and repave the excavation.
The Contractor shall provide sufficient crews that all mainline connections
and all meter crossovers shall be completed within one scheduled shut-
down period of eight hours.
1001-3.11.1 Limits of Excavation
A. EXCAVATION LIMITS: At no time shall the trench be excavated
more than 300 feet in advance of the pipe installation nor shall full
trench backfill (or slurry placement) be more than 200 feet behind
pipe installation. There shall be no open trench at the conclusion of
the work period.
B. PLATING: At the conclusion of the work for each night on all roads,
the Contractor shall cover the trench utilizing trench plating and
temporary paving mix. Trench plating shall be limited to no more
than 400 horizontal feet. Trench plating shall be recessed into
paving ground to provide a notch equal to the thickness of the
plate. Each plate shall overhang the sides of the trench by no more
than one foot. Each plate shall be tack welded to the adjacent
plates on each side and shall have a welded bead traction pattern
on the surface.
C. TEMPORARY AC PAVING: Temporary AC paving shall be placed
over trenches in AC paved work areas when final paving will not be
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placed immediately after backfilling. In areas of PC paving,
temporary AC paving shall not be used. Temporary AC paving
shall consist of a 4-inch (minimum) thick section of compacted cold-
mix asphalt. Temporary asphalt shall fill the trench and provide a
smooth transition along the trench wall between the existing asphalt
and the temporary on each side. Temporary asphalt shall be
removed entirely from the trench prior to saw-cutting for final
pavement. The Contractor may use sand above the slurry as filler
between the slurry and the temporary pavement until the
permanent paving is completed. Sand used for this purpose shall
be removed before placement of base over the slurry.
D. Unpaved Areas: At the conclusion of each day’s work, the trench
shall be backfilled and compacted to finish surface or covered with
steel trench plates. There shall be no open trench allowed
overnight.
1001-3.12 Removal and Abandonment of Water Distribution Systems
Once the new water system has been connected, and all customers are
taking water from the new pipeline, the old systems shall be abandoned.
Asbestos Cement Pipe Removal and Disposal:
A. The Contractor shall follow AWWA guidelines for handling,
removing and disposing of ACP as stated in the applicable sections
of AWWA Standards C400, C401, C402, and C403 covering
Asbestos Cement Transmission and Distribution Pipe.
B. The CONTRACTOR shall perform all cutting and handling of
asbestos cement pipe in accordance with State of California
requirements. The CONTRACTOR shall provide sufficient
supervision and perform monitoring to assure conformance with
State requirements. Under no circumstances shall the
CONTRACTOR utilize methods of removal that result in the release
of asbestos fibers into the air.
C. Asbestos Cement Pipe Removal and Disposal Plan: The Contractor
shall complete and submit to the District Inspector an “Asbestos
Cement Pipe Removal and Disposal Plan.” The Contractor shall
clearly describe his proposed methods for the removal and disposal
of ACP that ensures no exposure to airborne asbestos by the
Contractor’s personnel. The written plan shall be submitted to the
District Inspector for review and approval at least one week in
advance of the proposed date of removal.
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D. Snap cutting tools shall be used for the removal of asbestos
cement pipe whenever the removal of intact pipe sections is not
possible. Power “Cut-Off” saws, hand-saws, and other devices and
methods that result in the release of asbestos fibers into the air
shall not be used for the removal of ACP.
E. If during the removal of ACP broken edges occur, the broken edges
shall be encapsulated with Certane 1000 Post Removal
Encapsulant, or approved equal.
Removal:
A. The CONTRACTOR shall, whenever possible, accomplish the
removal of ACP by removing intact pipe sections. Where
connections are to be made to existing ACP waterlines, the ACP
shall be removed in sections back to the nearest ACP coupling.
The CONTRACTOR shall pothole and expose the pipe and ACP
couplings prior to developing his proposed “Asbestos Cement Pipe
Removal and Disposal Plan”.
B. Snap cutting tools shall be used for the removal of asbestos
cement pipes whenever the removal of intact pipe sections is not
possible. The pipe shall be wetted prior to the snapping operation
being performed. Use of a hammer and chisel to gradually split an
ACP coupling lengthwise may only be performed if the “Asbestos
Cement Pipe Removal and Disposal Plan” developed by the
CONTRACTOR incorporates measures to prevent the release of
asbestos fibers into the air, and is approved by the DISTRICT.
Power “Cut-Off” saws, hand-saws, and other devices and methods
that result in the release of asbestos fibers into the air shall not be
used for the removal of ACP.
C. The CONTRACTOR shall continuously wet the ACP around the
snap cutting tool during the removal operation. All personnel
handling the ACP shall wear properly fitted respirators during the
removal and bagging operation, and shall be trained in the use of
the respirator equipment. All pedestrian traffic shall be rerouted to
maintain 30 feet clear of the ACP work area.
D. All removed sections or pieces of ACP shall be bagged and
prepared for disposal immediately after removal as described
below. If during the removal of ACP broken edges occur, the
broken edges shall be encapsulated with Certane 1000 Post
Removal Encapsulant, prior to bagging, in accordance with the
Manufacturers’ recommendations. 3.3
Disposal:
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A. The CONTRACTOR shall transport all sections and pieces of ACP
in accordance with State requirements and shall be delivered to the
District yard for disposal. All sections or pieces of ACP shall be
wetted and double wrapped or bagged with polyethylene wrap
immediately after removal. The minimum thickness of polyethylene
wrap shall be 6 mils. The outer wrap shall be securely held in place
with tape in a manner to prevent the release of airborne asbestos
fibers.
Ductile Iron Pipe Removal and Disposal:
A. Remove all surface features, plug any pipe remaining below grade
with a concrete plug.
B. Remove and dispose of ductile iron pipe to the limits shown on the
plans.
C. Backfill the trench and any voids resulting from the pipe removal
with compacted fill per the Earthwork Specifications and
recommendations of the Geotechnical Engineer’s
recommendations.
1001-4 MEASUREMENT AND PAYMENT
1001-4.1 Bedding and Trench Backfill
Payment for bedding and trench backfill shall be considered as included in the
unit costs for the related items of work and no additional payment shall be made
therefore.
1001-4.2 Trench Foundation
Measurement and payment for trench foundation shall be on a per linear foot of
pipe basis at the unit price stated in the proposal for Bid item 73B. For bidding
purposes only, it was determined that 300 feet of trench may require trench
foundation. Payment shall be made based on the actual horizontal footage of
trench foundation installed, as agreed upon between the Engineer and the
Contractor.
1001-4.3 Pipeline Installation
Measurement and payment for the water pipeline shall be per linear foot as
measured by station and calculated by slope length in accordance with Bid Items
2B and 4B. Said measurement shall be continuous along the alignment and
include all fittings, and in-line valves. Such payment shall be full compensation
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for pipe installation regardless of method, type of pipe, or finish surface condition
including but not limited to; excavation, bedding, disposal of excavated material,
trench dewatering, furnishing and installing pipe, removal of obstructions,
backfilling and compaction, finished surface replacement, testing, flushing,
disinfection, inspecting, restoration of existing improvements and all work
necessary to complete the installation of the water pipeline complete in place and
operable in accordance with these Plans and Specifications.
1001-4.4 Air & Vacuum Valve Assembly
Measurement and payment for Air & Vacuum Valve Assembly shall be made on
a unit basis for the respective item as stated in the proposal for Bid Item 78B.
Payment shall be considered as full compensation for furnishing and installing
the item indicated, including, but not limited to, excavation and backfill, concrete
pad, valve covers, pipe and fittings, painting and coating, disinfection and testing,
repaving and surface restoration and all other items of work appurtenant to
furnishing and installing the item indicated complete in place and operable in
accordance with the plans and these specifications.
1001-4.5 Tee Assemblies
Measurement for tee assemblies shall not be made.
Payment for tee assemblies shall be considered as included in Bid Items 72B
and 4B for the mainline pipe and the branch pipe and no additional payment shall
be made therefore.
1001-4.6 Connection to Existing 12-inch ACP at Station 1+00
Payment for the connection to the existing pipeline at Station 1+00 shall be made
at the unit price stated in the proposal for Bid Item 80B. Said payment shall be
considered as full compensation for providing excavation, cutting and disposing
of AC pipe, dewatering of pipeline, fittings, disinfection, connecting to existing
and new pipe, visual leakage testing, backfill and compaction, paving and
incidental work for furnishing all labor, tools equipment and material as
necessary to complete the connection of the new pipeline to the existing pipe
complete in place pipe and operable in accordance with the plans and these
specifications.
1001-4.7 Connection to Existing 10-inch ACP at Station 5+46 and 6-inch
ACP at Station 29+85.20 at Nogales Avenue
Payment for the connection to the existing pipeline at Station 5+46 and Station
29+85.20 (Nogales Avenue) shall be made at the unit price stated in the proposal
for Bid item 80B. Said payment shall be considered as full compensation for
providing excavation, cutting and disposing of AC pipe, dewatering of pipeline,
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fittings, disinfection, connecting to existing and new pipe, visual leakage testing,
backfill and compaction, paving and incidental work for furnishing all labor, tools
equipment and material as necessary to complete the connection of the new
pipeline to the existing pipe complete in place pipe and operable in accordance
with the plans and these specifications.
1001-4.8 4-inch Blow-Off Assembly
Payment for 4-inch blow-off assembly shall be made for each assembly at the
unit price stated in the proposal for Bid Item 77B. Said payment shall be
considered as full compensation for furnishing the materials tools, labor and
equipment, and for performing the work for, excavation, installation, backfill,
resurfacing, pressure testing and disinfecting the assembly, and for furnishing
and installing 4-inch Blow-off Assembly complete in place and operable in
accordance with the plans and these specifications.
1001-4.9 Abandon Existing Features and Pipeline
Payment for removing and abandoning the existing pipelines, features and
appurtenances shall be made at the lump sum price stated in the proposal for Bid
Item 81B for the ductile iron pipe removals. Said payment shall be considered as
full compensation for furnishing the materials tools, labor and equipment, and for
performing the work for, excavation, cutting and removing pipe and tubing as
necessary, removing all above grade features, disposal and/or salvage of all
materials, slurry filling abandoned pipe to remain (if any), backfill and surface
restoration and all work necessary to abandon and remove the existing pipe and
appurtenances complete in accordance with the plans and these specifications.
1001-4.10 Services
Measurement for service connections shall be per each as shown on the plans.
Payment shall be made per service as designated in Bid Items 75B. Said
payment shall be full compensation for furnishing all materials tools, labor and
work, including, but not limited to, trenching, tapping saddles and corporation
valves, or tees and gate vales, piping to the meter location, meter boxes and
vaults, corporation valves, backflow preventers, double check detector
assemblies and incidentals all as necessary to furnish and install services
complete in place and operational.
1001-4.11 Customer Service Reconnections
Payment for the re-connection of existing customer services (at Station 3+17.13)
to the new pipeline on shall be made at the unit price stated in the proposal for
Bid Item 76B. Said payment shall be considered as full compensation for
providing excavation, cutting and disposing of existing service pipe, fittings,
disinfection, connecting to new pipe, visual leakage testing, backfill and
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compaction, paving and incidental work for furnishing all labor, tools equipment
and material as necessary to complete the customer service connection to the
new pipeline complete in place pipe and operable in accordance with the plans
and these specifications. Connections to the customer service pipelines shall not
be made until after the pipeline is tested and disinfected. Connections shall be
made on the same day the main line is connected to existing pipelines. No
customer shall be out of water for more than one day.
END OF SECTION
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SECTION 1002
TRENCH SAFETY METHODS
(Bid Item No. 73B)
1002-1 GENERAL DESICRIPTION OF WORK
The Contractor shall conform to the orders of the State of California, Division of
Industrial Safety (DIS), Cal-OSHA Standards and Section 306-1of the SSPWC for
furnishing, installing, maintaining, and removing all sheeting, shoring, and bracing. The
Contractor shall obtain a DIS permit and supply the Engineer with a copy at the
preconstruction conference. In accordance with VCSS Sub-Section 7-10.4.1, seven
days prior to the start of construction the Contractor shall submit to the District a shoring
plan signed and sealed by a Professional Engineer in the State of California to the
Engineer. Acceptance, as used in the referenced section, shall be construed to mean
the District has received the complete shoring plan. In no case shall the District be
perceived as having reviewed or approved the plan.
1002-2 MATERIALS
Not used.
1002-3 CONSTRUCTION
1002-3.1 General
The Contractor shall retain on site all necessary permits and shall abide by the
conditions thereof.
1002-4 MEASUREMENT AND PAYMENT
Payment for Trench Safety Methods shall be made at the Contract Lump Sum Price bid
for Bid Item No. 73B. Said payment shall include, but not be limited to, furnishing,
installing and removing all sheeting, shoring or bracing, providing shoring diagrams, and
for performing all the work for Trench Safety Methods in accordance with this section.
Payment shall be made based on the estimated percentage of completion for the major
items of work.
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SECTION 1003
PIPELINE TESTING, CLEANING, DISINFECTING, AND INSPECTIN
(Not a Bid Item)
1003-1 GENERAL
The work performed under this section includes the cleaning, testing, disinfecting and
inspection of water system after completion of installation.
1003-2 MATERIALS (NOT USED)
1003-3 CONSTRUCTION
1003-3.1 Temporary Connection to Existing Pipelines
The Contractor may connect to the existing water pipeline at a point designated
by the engineer. The connection between the existing and new pipelines shall
contain a backflow prevention device to preclude water from the new pipe from
backing into the existing pipe. At the end of the disinfection and testing process,
the temporary connection shall be disassembled, and a permanent connection
shall be made.
1003-3.2 Inspection, Disinfection, and Testing Schedule
Test and inspect the pipe after installation and cleaning. Installation shall be
considered complete when the final asphalt layer is installed, sealed and striped.
The Contractor may test the pipe before the final asphalt work is complete for his
own knowledge and comfort, however, the District’s acceptance pressure test
and disinfection shall not take place until after all the work is in place, with the
exception of the connections.
1003-3.3 Cleaning
During installation, keep the pipe clean and free of all construction debris, mud
and silt. In the event foreign material enters the pipe during installation,
immediately clean the pipe before completing the installation. All portions of the
water system which have been constructed under this contract shall be cleaned
of all sand, mortar, cement, bricks, and all other construction material, debris,
dirt, mud and silt before starting the testing. Cleaning the completed pipe by
flushing shall be such that a flushing velocity in excess of 2 feet per second is
maintained until the pipe is determined by the District to be cleaned.
1003-3.4 Leakage of Testing of Pipe
1003-3.4.1 Pressure Pipelines
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Where any section of the piping contains concrete thrust blocks or
encasement, do not make the pressure test until at least ten days after the
concrete has been poured. When testing mortar lined piping, fill the pipe
to be tested with water and allow it to soak at least 48 hours to absorb
water before conducting the pressure test. For PVC pipe, allow the water
to sit in the pipe under pressure for a period of 24 hours to allow the
entrained air to migrate to the air and vacuum valves. Apply and maintain
the test pressure by means of a hydraulic force pump.
Pressure test the pipe in accordance with SSPWC 306-8.9, except there
shall be no allowable leakage. The test pressure shall be 200 psi.
Repair and retest any pipes showing leakage rates greater than allowed in
the above criteria.
1003-3.4.2 Failures of Testing
Any pipe that fails the water pressure test shall be removed, replaced and
retested.
1003-3.5 Disinfection
Disinfect pipe in accordance with VCSS Section 306-9 and AWWA C651,
Continuous Feed or Slug method. Chlorine pellets or powders shall not
be used inside the pipe during installation to avoid chemical burning of the
pipe wall material.
Disinfection shall be performed by a Contractor experienced in the
disinfection of pipe. The District shall sample and test for Bacteria and
Chlorine residual. In the event the testing reveals disinfection is not
satisfactory, the Contractor shall again disinfect the pipe at his own
expense.
Flushing and disposal of flushed disinfection water shall be in accordance
with Section 4 of the AWWA C-651, including the requirement for
dechlorination of flushed water.
1003-4 MEASUREMENT AND PAYMENT
Payment for disinfection, inspection and testing shall be considered as included in the
unit price and lump sum bid amounts to which it is appurtenant, and no additional
payment shall be made therefore.
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
280
SECTION 1004
PORTLAND CEMENT CONCRETE (WATER IMPROVEMENTS)
(Not a Bid Item)
1004-1 GENERAL
The work to be performed under this section includes excavation, compaction, forming,
placing reinforcement, pouring, consolidation and finishing of Portland Cement concrete
improvements.
1004-2 MATERIALS
1004-2.1 Portland Cement Concrete
Portland cement concrete for thrust blocks pipe collars, pipe encasement and
utility support shall conform to Section 201 of the SSPWC except as modified
herein.
The concrete shall be Type II Common. The 28-day strength shall be in
accordance with Section 201-1.1.2 of the SSPWC and the applicable details.
Where a discrepancy exists, the higher value shall apply.
1004-2.2 Concrete Aggregates
Concrete aggregates shall conform to Section 201-1.3.2. of the SSPWC.
However, Alternate Rock Material-Type S as specified in Section 400-3. may be
substituted. All aggregate shall be gradation C. Soundness loss determined by
California Test Method 214 shall not exceed 10 percent.
1004-2.3 Reinforcing Steel
Reinforcing steel shall conform to Section 201-1, of the SSPWC, Grade 60.
1004-3 CONSTRUCTION
1004-3.1 Finish
Buried concrete, such as thrust blocks and slurry shall be finished by dragging a
steel-bladed square point shovel over the surface of the wet concrete to smooth
protrusions or rough spots. Concrete that will be visible after completion of the
work, such as footings, slabs or walls, shall receive a Class 1 surface finish in
accordance with Section 303-1.9 of the SSPWC, first paragraph (broom finish).
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Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
281
1004-4 MEASUREMENT AND PAYMENT
Payment for Portland Cement Concrete Construction shall be considered as included in
the various bid items to which it is appurtenant, and no additional payment shall be
made, therefore.
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
282
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
APPENDICES
FOR
PRINCETON AVENUE IMPROVEMENT PROJECT
CAPITAL IMPROVEMENT PROJECT NO. C0020
SPECIFICATION NO. MPK 21-03
FEDERAL AID NO. HSIPL-5436(018)
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
283
LIST OF APPENDICES
APPENDIX A – Release on Contract
APPENDIX B – Exhibit 12-G: Required Federal Aid Contract Language
APPENDIX C – Notice to Property Owners and Residents
APPENDIX D – Standard Plans and Details
APPENDIX E – Ventura County Air Pollution Control Board Rule 55 Fugitive Dust
APPENDIX F – Permits
City of Moorpark Encroachment Permit Application and Standard Conditions
Caltrans Encroachment Permit No. 07-18-N-MC-2457
Caltrans Encroachment Permit Rider No. 07-20-N-RD-3216
County of Ventura Public Works Agency Watershed Protection District Permit
Encroachment Permit No. 2021016
APPENDIX G – Quality Assurance Program
APPENDIX H – Wage Rates
APPENDIX I – Construction Plans
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Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix A:
Release on Contract
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Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
RELEASE ON CONTRACT
CONTRACT NAME: Princeton Avenue Improvement Project
SPECIFICATION NO.: MPK 21-03
WHEREAS, by the terms of the contract, dated ___________, entered into
by the City of Moorpark and the undersigned Contractor, agreed to perform certain work
for the compensation specified in said contract; and
WHEREAS, the Contractor represents that said work is fully completed
and that final payment is due to the Contractor under terms of said contact,
NOW, THEREFORE, in consideration of the promises and the payment by
City of Moorpark to the Contractor of the amount due under the contract, to wit, the sum
of $___________, receipt of which is hereby acknowledged by the Contractor, the
Contractor hereby releases and forever discharges City of Moorpark of and from all
manner of debts, dues, demands, sum or sums of money, accounts, claims and causes
of action, in law and in equity, under or by virtue of said contract except as follows: (If
none, leave blank)
IN WITNESS WHEREOF, the hand and seal of the Contractor have been
hereunto set this day of 2021.
THIS FORM MUST BE NOTARIZED using proper acknowledgment form (See Civil
Code Section 1189, 1190, 1190a).
Contractor
By
Title
By
Title
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Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix B:
Local Assistance Procedures Manual
Exhibit 12-G
Required Federal-Aid Contract Language
326
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
EXHIBIT 12-G REQUIRED FEDERAL-AID CONTRACT LANGUAGE
(For Local Assistance Construction Projects)
The following language must be incorporated into all Local Assistance Federal-aid construction contracts.
The following language, with minor edits, was taken from the Code of Federal Regulations.
MAINTAIN RECORDS AND SUBMIT REPORTS DOCUMENTING YOUR PERFORMANCE UNDER THIS
SECTION
1. DISADVANTAGED BUSINESS ENTERPRISES (DBE) ................................................................................ 2
A. NONDISCRIMINATION STATEMENT .............................................................................................. 2
B. CONTRACT ASSURANCE ............................................................................................................... 3
C. PROMPT PROGRESS PAYMENT ................................................................................................... 3
D. PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS ...................................... 3
E. TERMINATION AND SUBSTITUTION OF DBE SUBCONTRACTORS .......................................... 4
F. COMMITMENT AND UTILIZATION ................................................................................................. 5
G. DBE RUNNING TALLY OF ATTAINMENTS ................................................................................... 6
2. BID OPENING ................................................................................................................................................ 6
3. BID RIGGING ................................................................................................................................................. 6
4. CONTRACT AWARD ..................................................................................................................................... 6
5. CONTRACTOR LICENSE .............................................................................................................................. 6
6. CHANGED CONDITIONS .............................................................................................................................. 6
A. DIFFERING SITE CONDITIONS ....................................................................................................... 6
B. SUSPENSIONS OF WORK ORDERED BY THE ENGINEER ......................................................... 6
C. SIGNIFICANT CHANGES IN THE CHARACTER OF WORK.......................................................... 7
7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES...................................... 7
8. BUY AMERICA ...............................................................................................................................................7
9. QUALITY ASSURANCE................................................................................................................................. 8
10. PROMPT PAYMENT FROM THE AGENCY TO THE CONTRACTORS........................................................ 8
11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS....................... 8
12. FEMALE AND MINORITY GOALS .............................................................................................................. 21
13. TITLE VI ASSURANCES .............................................................................................................................. 22
14. USE OF UNITED STATES-FLAG VESSELS (CARGO PREFERENCE ACT)............................................. 23
15. FEDERAL TRAINEE PROGRAM ................................................................................................................. 23
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Required Federal-Aid Contract Language
1. DISADVANTAGED BUSINESS ENTERPRISES (DBE)
The contractor, subrecipient or subcontractor shall take necessary and reasonable steps to ensure that DBEs
have opportunity to participate in the contract (49 CFR 26). To ensure equal participation of DBEs provided in
49 CFR 26.5, the Agency shows a contract goal for DBEs. The prime contractor shall make work available to
DBEs and select work parts consistent with available DBE subcontractors and suppliers.
The prime contractor shall meet the DBE goal shown elsewhere in these special provisions or demonstrate
that they made adequate good faith efforts to meet this goal.
It is the prime contractor’s responsibility to verify that the DBE firm is certified as DBE at date of bid opening
and document the record by printing out the California Unified Certification Program (CUCP) data for each
DBE firm. A list of DBEs certified by the CUCP can be found here.
All DBE participation will count toward the California Department of Transportation’s federally mandated
statewide overall DBE goal.
Credit for materials or supplies the prime contractor purchases from DBEs counts towards the goal in the
following manner:
• 100 percent counts if the materials or supplies are obtained from a DBE manufacturer.
• 60 percent counts if the materials or supplies are obtained from a DBE regular dealer.
• Only fees, commissions, and charges for assistance in the procurement and delivery of materials or
supplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49 CFR
26.55 defines "manufacturer" and "regular dealer."
The prime contractor receives credit towards the goal if they employ a DBE trucking company that performs a
commercially useful function as defined in 49 CFR 26.55(d)(1) as follows:
• The DBE must be responsible for the management and supervision of the entire trucking operation
for which it is responsible on a particular contract, and there cannot be a contrived arrangement for
the purpose of meeting DBE goals.
• The DBE must itself own and operate at least one fully licensed, insured, and operational truck used
on the contract.
• The DBE receives credit for the total value of the transportation services it provides on the Contract
using trucks it owns, insures, and operates using drivers it employs.
• The DBE may lease trucks from another DBE firm, including an owner-operator who is certified as a
DBE. The DBE who leases trucks from another DBE receives credit for the total value of the
transportation services the lessee DBE provides on the Contract.
• The DBE may lease trucks without drivers from a non-DBE truck leasing company. If the DBE
leases trucks from a non-DBE truck leasing company and uses its own employees as drivers, it is
entitled to credit for the total value of these hauling services.
• A lease must indicate that the DBE has exclusive use of and control over the truck. This does not
preclude the leased truck from working for others during the term of the lease with the consent of the
DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks
must display the name and identification number of the DBE.
a. Nondiscrimination Statement
The contractor, subrecipient or subcontractor will never exclude any person from participation in, deny any
person the benefits of, or otherwise discriminate against anyone in connection with the award and
performance of any contract covered by 49 CFR 26 on the basis of race, color, sex, or national origin. In
administering the Local Agency components of the DBE Program Plan, the contractor, subrecipient or
subcontractor will not, directly, or through contractual or other arrangements, use criteria or methods of
administration that have the effect of defeating or substantially impairing accomplishment of the objectives of
the DBE Program Plan with respect to individuals of a particular race, color, sex, or national origin.
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b. Contract Assurance
Under 49 CFR 26.13(b):
The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin,
or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR
26 in the award and administration of federal-aid contracts. Failure by the contractor to carry out these
requirements is a material breach of this contract, which may result in the termination of this contract or such
other remedy as the recipient deems appropriate, which may include, but is not limited to:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the contractor from future bidding as non-responsible.
c. Prompt Progress Payment
The prime contractor or subcontractor shall pay to any subcontractor, not later than seven days after receipt
of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed the
contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’s
interest therein. In the event that there is a good faith dispute over all or any portion of the amount due on a
progress payment from the prime contractor or subcontractor to a subcontractor, the prime contractor or
subcontractor may withhold no more than 150 percent of the disputed amount. Any violation of this
requirement shall constitute a cause for disciplinary action and shall subject the licensee to a penalty, payable
to the subcontractor, of 2 percent of the amount due per month for every month that payment is not made.
In any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to his or her
attorney’s fees and costs. The sanctions authorized under this requirement shall be separate from, and in
addition to, all other remedies, either civil, administrative, or criminal. This clause applies to both DBE and
non-DBE subcontractors.
d. Prompt Payment of Withheld Funds to Subcontractors
The Agency may hold retainage from the prime contractor and shall make prompt and regular incremental
acceptances of portions, as determined by the Agency, of the contract work, and pay retainage to the prime
contractor based on these acceptances. The Agency shall designate one of the methods below in the
contract to ensure prompt and full payment of any retainage kept by the prime contractor or subcontractor to
a subcontractor. The Agency shall include either Method 1, Method 2, or Method 3 below and delete the other
two.
Method 1: No retainage will be held by the Agency from progress payments due to the prime contractor.
Prime contractors and subcontractors are prohibited from holding retainage from subcontractors. Any
delay or postponement of payment may take place only for good cause and with the Agency’s prior
written approval. Any violation of these provisions shall subject the violating contractor or subcontractor to
the penalties, sanctions, and other remedies specified in Section 7108.5 of the California Business and
Professions Code and Section 10262 of the California Public Contract Code. 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
contractor, deficient subcontractor performance and/or noncompliance by a subcontractor. This clause
applies to both DBE and non-DBE subcontractors.
Method 2: No retainage will be held by the Agency from progress payments due to the prime contractor.
Any retainage kept by the prime contractor or by a subcontractor must be paid in full to the earning
subcontractor within seven (7) days after the subcontractor’s work is satisfactorily completed. Any delay
or postponement of payment may take place only for good cause and with the Agency’s prior written
approval. Any violation of these provisions shall subject the violating contractor or subcontractor to the
penalties, sanctions, and remedies specified in Section 7108.5 of the California Business and Professions
Code and Section 10262 of the California Public Contract Code. 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 contractor,
deficient subcontractor performance and/or noncompliance by a subcontractor. This clause applies to
both DBE and non-DBE subcontractors.
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Method 3: The Agency shall hold retainage from the prime contractor and shall make prompt and regular
incremental acceptances of portions, as determined by the Agency of the contract work and pay
retainage to the prime contractor based on these acceptances. The prime contractor or subcontractor
shall return all monies withheld in retention from all subcontractors within seven (7) days after receiving
payment for work satisfactorily completed and accepted including incremental acceptances of portions of
the contract work by the Agency. Any delay or postponement of payment may take place only for good
cause and with the Agency’s prior written approval. Any violation of these provisions shall subject the
violating prime contractor or subcontractor to the penalties, sanctions, and other remedies specified in
Section 7108.5 of the California Business and Professions Code and Section 10262 of the California
Public Contract Code. 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 contractor; deficient subcontractor performance
and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors.
Any violation of these provisions shall subject the violating prime contractor or subcontractor to the penalties,
sanctions and other remedies specified therein. These requirements shall not be construed to limit or impair
any contractual, administrative, or judicial remedies otherwise available to the prime 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.
e. Termination and Substitution of DBE Subcontractors
The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for
which each is listed unless the contractor obtains the Agency’s written consent. The prime contractor shall not
terminate or substitute a listed DBE for convenience and perform the work with their own forces or obtain
materials from other sources without prior written authorization from the Agency. Unless the Agency’s prior
written consent is provided, the contractor shall not be entitled to any payment for work or material unless it is
performed or supplied by the listed DBE on the Exhibit 15-G Construction Contract DBE Commitment form,
included in the Bid.
The Agency authorizes a request to use other forces or sources of materials if the bidder shows any of the
following justifications:
1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the
project.
2. The Local Agency stipulated that a bond is a condition of executing the subcontract and the listed DBE
fails to meet the Local Agency’s bond requirements.
3. Work requires a contractor's license and listed DBE does not have a valid license under Contractors
License Law.
4. Listed DBE fails or refuses to perform the work or furnish the listed materials (failing or refusing to
perform is not an allowable reason to remove a DBE if the failure or refusal is a result of bad faith or
discrimination).
5. Listed DBE's work is unsatisfactory and not in compliance with the contract.
6. Listed DBE is ineligible to work on the project because of suspension or debarment.
7. Listed DBE becomes bankrupt or insolvent.
8. Listed DBE voluntarily withdraws with written notice from the Contract
9. Listed DBE is ineligible to receive credit for the type of work required.
10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract.
11. The Agency determines other documented good cause.
The prime contractor shall notify the original DBE of the intent to use other forces or material sources and
provide the reasons, allowing the DBE 5 days to respond to the notice and advise the prime contractor and
the Agency of the reasons why the use of other forces or sources of materials should not occur.
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The prime contractor’s request to use other forces or material sources must include:
1. One or more of the reasons listed in the preceding paragraph.
2. Notices from the prime contractor to the DBE regarding the request.
3. Notices from the DBEs to the prime contractor regarding the request.
If a listed DBE is terminated or substituted, the prime contractor must make good faith efforts to find
another DBE to substitute for the original DBE. The substitute DBE must perform at least the same amount
of work as the original DBE under the contract to the extent needed to meet or exceed the DBE goal.
f. Commitment and Utilization
Note: In the Agency’s reports of DBE participation to Caltrans, the Agency must display both commitments
and attainments.
The Agency’s DBE program must include a monitoring and enforcement mechanism to ensure that DBE
commitments reconcile to DBE utilization.
The bidder shall submit the Exhibit 15-G Construction Contract DBE Commitment, included in the Bid book.
This exhibit is the bidder’s DBE commitment form. If the form is not submitted with the bid, the bidder must
remove the form from the Bid book before submitting their bid.
The bidder shall complete and sign Exhibit 15-G Construction Contract DBE Commitment included in the
contract documents regardless of whether DBE participation is reported. The bidder shall provide written
confirmation from each DBE that the DBE is participating in the Contract. A copy of a DBE's quote serves
as written confirmation. If a DBE is participating as a joint venture partner, the bidder shall submit a copy of
the joint venture agreement.
If the DBE Commitment form, Exhibit 15-G, is not submitted with the bid, it must be completed and
submitted by all bidders to the Agency within five (5) days of bid opening. If the bidder does not submit the
DBE Commitment form within the specified time, the Agency will find the bidder’s bid nonresponsive.
The prime contractor shall use each DBE subcontractor as listed on Exhibit 12-B Bidder’s List of
Subcontractors (DBE and Non-DBE), and Exhibit 15-G Construction Contract DBE Commitment form
unless they receive authorization for a substitution.
The Agency shall request the prime contractor to:
1. Notify the Resident Engineer or Inspector of any changes to its anticipated DBE participation
2. Provide this notification before starting the affected work
3. Maintain records including:
• Name and business address of each 1st-tier subcontractor
• Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking
company, regardless of tier
• Date of payment and total amount paid to each business (see Exhibit 9-F Monthly
Disadvantaged Business Enterprise Payment)
If the prime contractor is a DBE contractor, they shall include the date of work performed by their own
forces and the corresponding value of the work.
Before the 15th of each month, the prime contractor shall submit a Monthly DBE Trucking Verification
(LAPM Exhibit 16-Z1) form.
If a DBE is decertified before completing its work, the DBE must notify the prime contractor in writing of the
decertification date. If a business becomes a certified DBE before completing its work, the business must
notify the prime contractor in writing of the certification date. The prime contractor shall submit the
notifications. Upon work completion, the prime contractor shall complete a Disadvantaged Business
Enterprises (DBE) Certification Status Change, Exhibit 17-O, form and submit the form within 30 days of
contract acceptance.
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Local Assistance Procedures Manual Exhibit 12-G
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Upon work completion, the prime contractor shall complete Exhibit 17-F Final Report – Utilization of
Disadvantaged Business Enterprises (DBE), First-Tier Subcontractors and submit it within 90 days of
contract acceptance. The Agency will withhold $10,000 until the form is submitted. The Agency releases
the withhold upon submission of the completed form.
g. DBE RUNNING TALLY OF ATTAINMENTS
After submitting an invoice for reimbursement that includes a payment to a DBE, but no later than the 10th of
the following month, the prime contractor/consultant shall complete and email the Exhibit 9-F: Disadvantaged
Business Enterprise Running Tally of Payments to business.support.unit@dot.ca.gov with a copy to the
Agency.
2. BID OPENING The Agency publicly opens and reads bids at the time and place shown on the Notice to
Contractors.
3. BID RIGGING The U.S. Department of Transportation (DOT) provides a toll-free hotline to report bid rigging
activities. Use the hotline to report bid rigging, bidder collusion, and other fraudulent activities. The hotline
number is (800) 424-9071. The service is available 24 hours 7 days a week and is confidential and
anonymous. The hotline is part of the DOT's effort to identify and investigate highway construction contract
fraud and abuse and is operated under the direction of the DOT Inspector General.
4. CONTRACT AWARD If the Agency awards the contract, the award is made to the lowest responsible and
responsive bidder.
5. CONTRACTOR LICENSE
The Contractor must be properly licensed as a contractor from contract award through Contract acceptance
(Public Contract Code § 10164).
6. CHANGED CONDITIONS
a. Differing Site Conditions
1. During the progress of the work, if subsurface or latent physical conditions are encountered at the
site differing materially from those indicated in the contract or if unknown physical conditions of an
unusual nature, differing materially from those ordinarily encountered and generally recognized as
inherent in the work provided for in the contract, are encountered at the site, the party discovering
such conditions shall promptly notify the other party in writing of the specific differing conditions
before the site is disturbed and before the affected work is performed.
2. Upon written notification, the engineer will investigate the conditions, and if it is determined that
the conditions materially differ and cause an increase or decrease in the cost or time required for
the performance of any work under the contract, an adjustment, excluding anticipated profits, will
be made and the contract modified in writing accordingly. The engineer will notify the contractor
of the determination whether or not an adjustment of the contract is warranted.
3. No contract adjustment which results in a benefit to the contractor will be allowed unless the
contractor has provided the required written notice.
4. No contract adjustment will be allowed under this clause for any effects caused on unchanged
work. (This provision may be omitted by the Local Agency, at their option.)
b. Suspensions of Work Ordered by the Engineer
1. If the performance of all or any portion of the work is suspended or delayed by the engineer in
writing for an unreasonable period of time (not originally anticipated, customary, or inherent to
the construction industry) and the contractor believes that additional compensation and/or
contract time is due as a result of such suspension or delay, the contractor shall submit to the
engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to
resume work. The request shall set forth the reasons and support for such adjustment.
2. Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the
cost and/or time required for the performance of the contract has increased as a result of such
suspension and the suspension was caused by conditions beyond the control of and not the fault
of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by
weather, the engineer will make an adjustment (excluding profit) and modify the contract in
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writing accordingly. The contractor will be notified of the engineer's determination whether or not
an adjustment of the contract is warranted.
3. No contract adjustment will be allowed unless the contractor has submitted the request for
adjustment within the time prescribed.
4. No contract adjustment will be allowed under this clause to the extent that performance would
have been suspended or delayed by any other cause, or for which an adjustment is provided or
excluded under any other term or condition of this contract.
c. Significant Changes in the Character of Work
1. The engineer reserves the right to make, in writing, at any time during the work, such changes in
quantities and such alterations in the work as are necessary to satisfactorily complete the project.
Such changes in quantities and alterations shall not invalidate the contract nor release the surety,
and the contractor agrees to perform the work as altered.
2. If the alterations or changes in quantities significantly change the character of the work under the
contract, whether such alterations or changes are in themselves significant changes to the
character of the work or by affecting other work cause such other work to become significantly
different in character, an adjustment, excluding anticipated profit, will be made to the contract.
The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis
cannot be agreed upon, then an adjustment will be made either for or against the contractor in
such amount as the engineer may determine to be fair and equitable.
3. If the alterations or changes in quantities do not significantly change the character of the
work to be performed under the contract, the altered work will be paid for as provided
elsewhere in the contract.
4. The term “significant change” shall be construed to apply only to the following circumstances:
• When the character of the work as altered differs materially in kind or nature from that
involved or included in the original proposed construction; or
• When a major item of work, as defined elsewhere in the contract, is increased in excess
of 125 percent or decreased below 75 percent of the original contract quantity. Any
allowance for an increase in quantity shall apply only to that portion in excess of 125
percent of original contract item quantity, or in case of a decrease below 75 percent, to
the actual amount of work performed.
7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES
The Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed.
This work shall be diligently prosecuted to completion before the expiration of WORKING DAYS
beginning on the fifteenth calendar day after the date shown on the Notice to Proceed.
The Contractor shall pay to the City/County the sum of $ per day, for
each and every calendar days’ delay in finishing the work in excess of the number of working days
prescribed above.
8. BUY AMERICA
Furnish steel and iron materials to be incorporated into the work with certificates of compliance
and certified mill test reports. Mill test reports must indicate where the steel and iron were melted
and manufactured. Steel and iron materials must be produced in the U.S. 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, materials produced outside the U.S. may be used.
Production includes:
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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.
9. QUALITY ASSURANCE
The Local Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with
the Contract. The Local Agency may examine the records and reports of tests the prime contractor performs
if they are available at the job site. Schedule work to allow time for QAP.
10. PROMPT PAYMENT FROM THE AGENCY TO THE CONTRACTORS
The Agency shall make any progress payment within 30 days after receipt of an undisputed and properly
submitted payment request from a contractor on a construction contract. If the Agency fails to pay promptly,
the Agency shall pay interest to the contractor, which accrues at the rate of 10 percent per annum on the
principal amount of a money judgment remaining unsatisfied. Upon receipt of a payment request, the Agency
shall act in accordance with both of the following:
1. Each payment request shall be reviewed by the Agency as soon as practicable after receipt for the
purpose of determining that it is a proper payment request.
2. Any payment request determined not to be a proper payment request suitable for payment shall be
returned to the contractor as soon as practicable, but not later than seven (7) days, after receipt. A
request returned pursuant to this paragraph shall be accompanied by a document setting forth in
writing the reasons why the payment request is not proper.
11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS
(Excluding ATTACHMENT A -EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN
DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS)
[The following 12 pages must be physically inserted into the contract without modification.]
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Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 --Revised May 1, 2012
REQUIRED CONTRACT
PROVISIONS FEDERAL-AID
CONSTRUCTION CONTRACTS
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Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
I. General
II. Nondiscrimination
III. No segregated Facilities
IV. Davis-Bacon and Related Act Provisions
V. Contract Work Hours and Safety Standards Act Provisions
VI. Subletting or Assigning the Contract
VII. Safety: Accident Prevention
VIII. False Statements Concerning Highway Projects
IX. Implementation of Clean Air Act and Federal Water Pollution
Control Act
X. Compliance with Government wide Suspension and Debarment
Requirements
XI. Certification Regarding Use of Contract Funds for Lobbying
ATTACHMENTS
A. Employment and Materials Preference for Appalachian Development
Highway System or Appalachian Local Access Road Contracts
(included in Appalachian contracts only)
I. GENERAL
1. Form FHWA-1273 must be physically incorporated in each
construction contract funded under Title 23 (excluding emergency
contracts solely intended for debris removal). The contractor (or
subcontractor) must insert this form in each subcontract and further
require its inclusion in all lower tier subcontracts (excluding purchase
orders, rental agreements and other agreements for supplies or
services).
The applicable requirements of Form FHWA-1273 are incorporated by
reference for work done under any purchase order, rental agreement or
agreement for other services. The prime contractor shall be responsible
for compliance by any subcontractor, lower-tier subcontractor or service
provider.
Form FHWA-1273 must be included in all Federal-aid design-build
contracts, in all subcontracts and in lower tier subcontracts (excluding
subcontracts for design services, purchase orders, rental agreements
and other agreements for supplies or services). The design-builder shall
be responsible for compliance by any subcontractor, lower-tier
subcontractor or service provider.
Contracting agencies may reference Form FHWA-1273 in bid proposal
or request for proposal documents, however, the Form FHWA-1273
must be physically incorporated (not referenced) in all contracts,
subcontracts and lower-tier subcontracts (excluding purchase orders,
rental agreements and other agreements for supplies or services related
to a construction contract).
2. Subject to the applicability criteria noted in the following sections,
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.
3. A breach of any of the stipulations contained in these Required
Contract Provisions may be sufficient grounds for withholding of
progress payments, withholding of final payment, termination of the
contract, suspension / debarment or any other action determined to
be appropriate by the contracting agency and FHWA.
4. Selection of Labor: During the performance of this contract, the
contractor shall not use convict labor for any purpose within the limits
of a construction project on a Federal-aid highway unless it is labor
performed by convicts who are on parole, supervised release, or
probation. The term Federal-aid highway does not include roadways
functionally classified as local roads or rural minor collectors.
II. NONDISCRIMINATION
The provisions of this section related to 23 CFR Part 230 are applicable
to all Federal-aid construction contracts and to all related construction
subcontracts of $10,000 or more. The provisions of 23 CFR Part 230
are not applicable to material supply, engineering, or architectural
service contracts.
In addition, the contractor and all subcontractors must comply with the
following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-
1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as
amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as
amended, and related regulations including 49 CFR Parts 21, 26 and
27; and 23 CFR Parts 200, 230, and 633.
The contractor and all subcontractors must comply with: the
requirements of the Equal Opportunity Clause in 41 CFR 60-1.4(b) and,
for all construction contracts exceeding $10,000, the Standard Federal
Equal Employment Opportunity Construction Contract Specifications in
41 CFR 60-4.3.
Note: The U.S. Department of Labor has exclusive authority to
determine compliance with Executive Order 11246 and the policies of
the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627.
The contracting agency and the FHWA have the authority and the
responsibility to ensure compliance with Title 23 USC Section 140, the
Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of
the Civil Rights Act of 1964, as amended, and related regulations
including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and
633.
The following provision is adopted from 23 CFR 230, Appendix A, with
appropriate revisions to conform to the U.S. Department of Labor (US
DOL) and FHWA requirements.
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, 29 CFR 1625-1627, 41
CFR 60 and 49 CFR 27) 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
provisions of the Americans with 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 contracting agency and the Federal
Government to ensure that it has made every good faith effort to
provide equal opportunity with respect to all of its terms and
conditions of employment and in their review of activities under the
contract.
b. The contractor will accept as its 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, 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, pre-apprenticeship, and/or on-the-job training."
FHWA-1273 --Revised May 1, 2012
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Required Federal-Aid Contract Language
2. EEO Officer: The contractor will designate and make known to
the contracting officers and EEO Officer who will have the
responsibility for and must be capable of effectively administering
and promoting and active EEO program 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 bereviewed
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 minorities and women.
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 minorities
and women 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 minorities and women. To meet this requirement, the
contractor will identify sources of potential minority group
employees, and establish with such identified sources
procedures whereby minority and women 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, the contractor is
expected to observe the provisions of that agreement to the
extent that the system meets the contractor's compliance with
EEO contract provisions. Where implementation of such an
agreement has the effect of discriminating against minorities or
women, or obligates the contractor to do the same, such
implementation violates Federal nondiscrimination provisions.
c. The contractor will encourage its present employees to refer
minorities and women as applicants for employment.
Information and procedures with regard to referring such
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 wagespaid
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 ofdiscrimination.
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 its
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 their avenues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and increasing
the skills of minorities and women who are applicants for
employment or current employees. Such efforts should be aimed
at developing full journey level status employees in the type of
trade or job classification involved.
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. In the event a special provision for training is
provided under this contract, this subparagraph will be
superseded as indicated in the special provision. The contracting
agency may reserve training positions for persons who receive
welfare assistance in accordance with 23 U.S.C. 140(a).
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 andpromotion
potential of employees who are minorities and women and will
encourage eligible employees to apply for such training and
promotion.
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Required Federal-Aid Contract Language
7. Unions: If the contractor relies in whole or in part upon unions as
a source of employees, the contractor will use good faith efforts to
obtain the cooperation of such unions to increase opportunities for
minorities and women. Actions by the contractor, either directly or
through a contractor's association acting as agent, will include the
procedures set forth below:
a. The contractor will use good faith efforts to develop, in
cooperation with the unions, joint training programs aimed
toward qualifying more minorities and women for membership
in the unions and increasing the skills of minorities and women
so that they may qualify for higher paying employment.
b. The contractor will use good faith 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 contracting agency 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 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 minorities and women. The failure of a union to
provide sufficient referrals (even though it is obligated to
provide exclusive referrals under the terms of a collective
bargaining agreement) does not relieve the contractor from the
requirements of this paragraph. In the event the union referral
practice prevents the contractor from meeting the obligations
pursuant to Executive Order 11246, as amended, and these
special provisions, such contractor shall immediately notify the
contracting agency.
8. Reasonable Accommodation for Applicants / Employees
with Disabilities: The contractor must be familiar with the
requirements for and comply with the Americans with Disabilities
Act and all rules and regulations established there under.
Employers must provide reasonable accommodation in all
employment activities unless to do so would cause an undue
hardship.
9. 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. The contractor
shall take all necessary and reasonable steps to ensure
nondiscrimination in the administration of this contract.
a. The contractor shall notify all potential subcontractors and
suppliers and lessors of their EEO obligations under this contract.
b. The contractor will use good faith efforts to ensure subcontractor
compliance with their EEO obligations.
FHWA-1273 --Revised May 1, 2012
10. Assurance Required by 49 CFR 26.13(b):
a. The requirements of 49 CFR Part 26 and the State DOT’s U.S.
DOT-approved DBE program are incorporated by reference.
b. The contractor or subcontractor shall not discriminate on the
basis of race, color, national origin, or sex in the performance of
this contract. The contractor shall carry out applicable
requirements of 49 CFR Part 26 in the award and administration
of DOT-assisted contracts. Failure by the contractor to carry out
these requirements is a material breach of this contract, which
may result in the termination of this contract or such other remedy
as the contracting agency deems appropriate.
11. 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
the date of the final payment to the contractor for all contract work
and shall be available at reasonable times and places for inspection
by authorized representatives of the contracting agency and the
FHWA.
a. The records kept by the contractor shall document the following:
(1) The number and work hours 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; and
(3) The progress and efforts being made in locating, hiring, training,
qualifying, and upgrading minorities and women.
b. The contractors and subcontractors will submit an annual report
to the contracting agency 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. The staffing data should
represent the project work force on board in all or any part of the
last payroll period preceding the end of July. If on-the-job
training is being required by special provision, the contractor will
be required to collect and report training data. The employment
data should reflect the work force on board during all or any part
of the last payroll period preceding the end of July.
III. NONSEGREGATED FACILITIES
This provision is applicable to all Federal-aid construction contracts
and to all related construction subcontracts of $10,000 or more.
The contractor must ensure that facilities provided for employees
are provided in such a manner that segregation on the basis of
race, color, religion, sex, or national origin cannot result. The
contractor may neither require such segregated use by written or
oral policies nor tolerate such use by employee custom. The
contractor's obligation extends further to ensure that its employees
are not assigned to perform their services at any location, under the
contractor's control, where the facilities are segregated. The term
"facilities" includes waiting rooms, work areas, restaurants and
other eating areas, time clocks, restrooms, washrooms, locker
rooms, and other storage or dressing areas, parking lots, drinking
fountains, recreation or entertainment areas, transportation, and
housing provided for employees. The contractor shall provide
separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes.
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Required Federal-Aid Contract Language
IV. DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal-aid construction projects
exceeding $2,000 and to all related subcontracts and lower-tier
subcontracts (regardless of subcontract size). The requirements
apply to all projects located within the right-of-way of a roadway that
is functionally classified as Federal-aid highway. This excludes
roadways functionally classified as local roads or rural minor
collectors, which are exempt. Contracting agencies may elect to
apply these requirements to other projects.
The following provisions are from the U.S. Department of Labor
regulations in 29 CFR 5.5 “Contract provisions and related matters”
with minor revisions to conform to the FHWA-1273 format and
FHWA program requirements.
1. Minimum wages
a. All laborers and mechanics 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 by
regulations issued by the Secretary of Labor under the Copeland
Act (29 CFR part 3)), the full amount of wages and bona fide fringe
benefits (or cash equivalents thereof) due at time of payment
computed at rates not less than those contained in the wage
determination of the Secretary of Labor which is attached hereto
and made a part hereof, regardless of any contractual relationship
which may be alleged to exist between the contractor and such
laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide
fringe benefits under section 1(b)(2) of the Davis-Bacon Act on
behalf of laborers or mechanics are considered wages paid to such
laborers or mechanics, subject to the provisions of paragraph 1.d.
of this section; also, 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 29 CFR 5.5(a)(4).
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. The wage
determination (including any additional classification and wage
rates conformed under paragraph 1.b. of this section) and the
Davis-Bacon poster (WH–1321) 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.
b. (1) The contracting officer shall require that any class of
laborers or mechanics, including helpers, which is not listed in the
wage determination and which is to be employed under the contract
shall be classified in conformance with the wage determination. The
contracting officer shall approve an additional classification and
wage rate and fringe benefits therefore only when the followingcriteria have been met:
FHWA-1273 --Revised May 1, 2012
(i) The work to be performed by the classification requested is not
performed by a classification in the wage determination; and
(ii) The classification is utilized in the area by the construction
industry; and
(iii) The proposed wage rate, including any bona fide fringe benefits,
bears a reasonable relationship to the wage rates contained in
the wage determination.
(2) If the contractor and the laborers and mechanics to be
employed in the classification (if known), or their
representatives, and the contracting officer agree on the
classification and wage rate (including the amount designated
for fringe benefits where appropriate), a report of the action
taken shall be sent by the contracting officer to the Administrator
of the Wage and Hour Division, Employment Standards
Administration, U.S. Department of Labor, Washington, DC
20210. The 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.
(3) In the event the contractor, the laborers or mechanics to be
employed in the 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. The Wage and Hour
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.
(4) The wage rate (including fringe benefits where appropriate)
determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this
section, shall be paid to all workers performing work in the
classification under this contract from the first day on which work
is performed in the classification.
c. 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 shall either
pay the benefit as stated in the wage determination or shall pay
another bona fide fringe benefit or an hourly cash equivalent
thereof.
d. If the contractor does not make payments to a trustee or other
third person, the contractor may consider as 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.
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Required Federal-Aid Contract Language
2. Withholding
The contracting agency shall upon its own action or upon written
request of an authorized representative of the Department of Labor,
withhold or cause to be withheld from the contractor 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, so 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 contracting agency 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.
3. Payrolls and basic records
a. Payrolls and basic records relating thereto shall be maintained
by the contractor during the course of the work and preserved for a
period of three years thereafter for all laborers and mechanics
working at the site of the work. Such records shall contain the
name, address, and social security number of each such worker,
his or her correct classification, hourly rates of wages paid
(including rates of contributions or costs anticipated for bona fide
fringe benefits or cash equivalents thereof of 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.
Whenever the Secretary of Labor has found under 29 CFR
5.5(a)(1)(iv) 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 Act, the contractor shall maintain records which show
that the commitment to provide such benefits is enforceable, that
the plan or program is financially responsible, and that the plan or
program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated
or the actual cost incurred in providing such benefits. Contractors
employing apprentices or trainees under approved programs shall
maintain written evidence of the registration of apprenticeship
programs and certification of trainee programs, the registration of
the apprentices and trainees, and the ratios and wage rates
prescribed in the applicable programs.
b. (1) The contractor shall submit weekly for each week in which
any contract work is performed a copy of all payrolls to the
contracting agency. The payrolls submitted shall set out accurately
and completely all of the information required to be maintained
under 29 CFR 5.5(a)(3)(i), except that full social security numbers
and home addresses shall not be included on weekly transmittals.
Instead the payrolls shall only need to include an individually
identifying number for each employee ( e.g. , the last four digits of
the employee's social security number). The required weekly payroll
information may be submitted in any form desired. Optional Form
WH–347 is available for this purpose from the Wage and Hour
Division Web site at
http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor
site. The prime contractor is responsible for the submission of
copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and
FHWA-1273 --Revised May 1, 2012
current address of each covered worker, and shall provide them
upon request to the contracting agency for transmission to the
State DOT, the FHWA or the Wage and Hour Division of the
Department of Labor for purposes of an investigation or audit of
compliance with prevailing wage requirements. It is not a violation
of this section for a prime contractor to require a subcontractor to
provide addresses and social security numbers to the prime
contractor for its own records, without weekly submission to the
contracting agency.
(2) Each payroll submitted shall be accompanied by a “Statement
of Compliance,” signed by the contractor or subcontractor or his
or her agent who pays or supervises the payment of the
persons employed under the contract and shall certify the
following:
(i) That the payroll for the payroll period contains the information
required to be provided under §5.5 (a)(3)(ii) of Regulations, 29
CFR part 5, the appropriate information is being maintained
under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such
information is correct and complete;
(ii)That each 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 Regulations, 29 CFR part 3;
(iii) That each laborer or mechanic has been paid not less than the
applicable wage rates and fringe benefits or cash equivalents
for the classification of work performed, as specified in the
applicable wage determination incorporated into the contract.
(3) 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 3.b.(2) of this section.
(4) The falsification of any of the above certifications may subject
the contractor or subcontractor to civil or criminal prosecution
under section 1001 of title 18 and section 231 of title 31 of the
United States Code.
c. The contractor or subcontractor shall make the records
required under paragraph 3.a. of this section available for
inspection, copying, or transcription by authorized
representatives of the contracting agency, the State DOT, the
FHWA, or the Department of Labor, 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 FHWA may,
after written notice to the contractor, the contracting agency or
the State DOT, take such action as may be necessary to
cause the suspension of any further payment, advance, or
guarantee of funds. 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.
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Required Federal-Aid Contract Language
4. Apprentices and trainees
a. Apprentices (programs of the USDOL).
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 U.S. Department of Labor, Employment and
Training Administration, Office of Apprenticeship Training, Employer
and Labor Services, or with a State Apprenticeship Agency
recognized by the Office, or if a person is employed in his or 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 Office of Apprenticeship
Training, Employer and Labor Services or a State Apprenticeship
Agency (where appropriate) to be eligible for probationary
employment as an apprentice.
The allowable ratio of apprentices to journeymen 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 worker 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 on 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 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's hourly rate) specified in the
contractor's or subcontractor's registered program shall be
observed.
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 journeymen 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 determines that a different
practice prevails for the applicable apprentice classification, fringes
shall be paid in accordance with that determination.
In the event the Office of Apprenticeship Training, Employer and
Labor Services, or a State Apprenticeship Agency recognized by
the Office, withdraws approval of an apprenticeship program, the
contractor will no longer be permitted to utilize apprentices at less
than the applicable predetermined rate for the work performed until
an acceptable program is approved.
b. Trainees (programs of the USDOL).
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 U.S. Department of Labor, Employment and
Training Administration.
FHWA-1273 --Revised May 1, 2012
The ratio of trainees to journeymen on the job site shall not be
greater than permitted under the plan approved by the Employment
and Training Administration.
Every trainee must be paid at not less than the rate specified in the
approved program for the trainee's level of progress, expressed as
a percentage of the journeyman 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 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 wage rate on the
wage determination which provides for less than full fringe benefits
for apprentices. 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.
In the event the Employment and Training Administration withdraws
approval of a training program, the contractor 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. Equal employment opportunity. The utilization of apprentices,
trainees and journeymen under this part shall be in conformity
with the equal employment opportunity requirements of Executive
Order 11246, as amended, and 29 CFR part 30.
d. 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.
5. Compliance with Copeland Act requirements. The contractor
shall comply with the requirements of 29 CFR part 3, which are
incorporated by reference in this contract.
6. Subcontracts. The contractor or subcontractor shall insert
Form FHWA-1273 in any subcontracts and also require the
subcontractors to include Form FHWA-1273 in any lower tier
subcontracts. The prime contractor shall be responsible for the
compliance by any subcontractor or lower tier subcontractor with all
the contract clauses in 29 CFR 5.5.
7. Contract termination: debarment. A breach of the contract
clauses in 29 CFR 5.5 may be grounds for termination of the
contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.
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8. Compliance with Davis-Bacon and Related Act requirements.
All rulings and interpretations of the Davis-Bacon and Related Acts
contained in 29 CFR parts 1, 3, and 5 are herein incorporated by
reference in this contract.
9. Disputes concerning labor standards. Disputes arising out of
the labor standards provisions of this contract shall not be subject to
the general disputes clause of this contract. Such disputes shall be
resolved in accordance with the procedures of the Department of
Labor set forth in 29 CFR parts 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 U.S.
Department of Labor, or the employees or their representatives.
10. Certification of eligibility.
a. By entering into this contract, the contractor certifies that neither it
(nor he or she) nor any person or firm who has an interest in the
contractor's firm is a person or firm ineligible to be awarded
Government contracts by virtue of section 3(a) of the Davis-
Bacon Act or 29 CFR 5.12(a)(1).
b. No part of this contract shall be subcontracted to any person or
firm ineligible for award of a Government contract by virtue of
section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
c. The penalty for making false statements is prescribed in theU.S.
Criminal Code, 18 U.S.C. 1001.
V. CONTRACT WORK HOURS AND SAFETY STANDARDS
ACT
The following clauses apply to any Federal-aid construction contract
in an amount in excess of $100,000 and subject to the overtime
provisions of the Contract Work Hours and Safety Standards Act.
These clauses shall be inserted in addition to the clauses required
by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the
terms laborers and mechanics include watchmen and guards.
1. Overtime requirements. No contractor or subcontractor
contracting for any part of the contract work which may require or
involve the employment of laborers or mechanics shall require or
permit any such laborer or mechanic in any workweek in which he
or she is employed on such work to work in excess of forty hours in
such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times the
basic rate of pay for all hours worked in excess of forty hours in
such workweek.
2. Violation; liability for unpaid wages; liquidated damages. In
the event of any violation of the clause set forth in paragraph (1.) of
this section, the contractor and any subcontractor responsible
therefor shall be liable for the 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 or mechanic, including watchmen and
guards, employed in violation of the clause set forth inparagraph(1.)
of this section, in the sum of $10 for each calendar day on which
such individual was required or permitted to work in excess of the
standard workweek of forty hours without payment of the overtime
wages required by the clause set forth in paragraph (1.) of this
section.
FHWA-1273 --Revised May 1, 2012
3. Withholding for unpaid wages and liquidated damages. The
FHWA or the contacting agency shall upon its own action or upon
written request of an authorized representative of the Department of
Labor withhold or cause to be withheld, from any moneys 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 (2.) of this
section.
4. Subcontracts. The contractor or subcontractor shall insert in
any subcontracts the clauses set forth in paragraph (1.) through (4.)
of this section and also a clause requiring the subcontractors to
include these clauses in any lower tier subcontracts. The prime
contractor shall be responsible for compliance by any subcontractor
or lower tier subcontractor with the clauses set forth in paragraphs
(1.) through (4.) of this section.
VI. SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal-aid construction contracts
on the National Highway System.
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 contracting agency. 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 635.116).
a. The term “perform work with its own organization” refers to
workers employed or leased 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 or lower tier subcontractor,
agents of the prime contractor, or any other assignees. The
term may include payments for the costs of hiring leased
employees from an employee leasing firm meeting allrelevant
Federal and State regulatory requirements. Leased
employees may only be included in this term if the prime
contractor meets all of the following conditions:
(1) the prime contractor maintains control over the supervision of
the day-to-day activities of the leased employees;
(2) the prime contractor remains responsible for the quality of the
work of the leased employees;
(3) the prime contractor retains all power to accept or exclude
individual employees from work on the project; and
(4) the prime contractor remains ultimately responsible for the
payment of predetermined minimum wages, the submission of
payrolls, statements of compliance and all other Federal
regulatory requirements.
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 or propose on the contract as a
whole and in general are to be limited to minor components of
the overall contract.
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Required Federal-Aid Contract Language
2. The contract amount upon which the requirements set forth in
paragraph (1) of Section VI 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 todirect
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 contracting officer determines is
necessary to assure the performance of the contract.
4.No portion of the contract shall be sublet, assigned orotherwise
disposed of except with the written consent of the 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 contracting agency has assured that
each subcontract is evidenced in writing and that it contains all
pertinent provisions and requirements of the prime contract.
5. The 30% self-performance requirement of paragraph (1) is not
applicable to design-build contracts; however, contracting
agencies may establish their own self-performancerequirements.
VII. SAFETY: ACCIDENT PREVENTION
This provision is applicable to all Federal-aid construction contracts
and to all related subcontracts.
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 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 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. 3704).
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.3704).
VIII. FALSE STATEMENTS CONCERNING HIGHWAY
PROJECTS
This provision is applicable to all Federal-aid construction contracts
and to all related subcontracts.
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 ofthese
and similar acts, Form FHWA-1022 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:
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 under this title or imprisoned not more than 5 years
or both."
IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL
WATER POLLUTION CONTROL ACT
This provision is applicable to all Federal-aid construction contracts
and to all related subcontracts.
By submission of this bid/proposal or the execution of this contract,
or subcontract, as appropriate, the bidder, proposer, Federal-aid
construction contractor, or subcontractor, as appropriate, will be
deemed to have stipulated as follows:
1. That any person who is or will be utilized in the
performance of this contract is not prohibited from receiving an
award due to a violation of Section 508 of the Clean Water Act or
Section 306 of the Clean Air Act.
2. That the contractor agrees to include or cause to be
included the requirements of paragraph (1) of this Section X in every
subcontract, and further agrees to take such action as the
contracting agency may direct as a means of enforcing such
requirements.
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Required Federal-Aid Contract Language
FHWA-1273 --Revised May 1, 2012
X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION,
INELIGIBILITY AND VOLUNTARY EXCLUSION
This provision is applicable to all Federal-aid construction contracts,
design-build contracts, subcontracts, lower-tier subcontracts,
purchase orders, lease agreements, consultant contracts or any
other covered transaction requiring FHWA approval or that is
estimated to cost $25,000 or more – as defined in 2 CFR Parts 180
and 1200.
1. Instructions for Certification – First Tier Participants:
a. By signing and submitting this proposal, the prospective first tier
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 first tier participant shall submit an
explanation of why it cannot provide the certification set outbelow.
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 first tier
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 contracting agency
determined to enter into this transaction. If it is later determined
that the prospective participant knowingly rendered an erroneous
certification, in addition to other remedies available to the Federal
Government, the contracting agency may terminate this
transaction for cause of default.
d. The prospective first tier participant shall provide immediatewritten
notice to the contracting agency to whom this proposal is
submitted if any time the prospective first tier 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," "participant," "person," "principal," and "voluntarily
excluded," as used in this clause, are defined in 2 CFR Parts 180
and 1200. “First Tier Covered Transactions” refers to any covered
transaction between a grantee or subgrantee of Federal funds and
a participant (such as the prime or general contract). “Lower Tier
Covered Transactions” refers to any covered transaction under a
First Tier Covered Transaction (such as subcontracts). “First Tier
Participant” refers to the participant who has entered into a
covered transaction with a grantee or subgrantee of Federal funds
(such as the prime or general contractor). “Lower Tier Participant”
refers any participant who has entered into a covered transaction
with a First Tier Participant or other Lower Tier Participants (such
as subcontractors and suppliers).
f. The prospective first 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
entering into this transaction.
g. The prospective first tier 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 Transactions," provided by the
department or contracting agency, entering into this covered
transaction, without modification, in all lower tier covered
transactions and in all solicitations for lower tier covered
transactions exceeding the $25,000 threshold.
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 is responsible for ensuring that its
principals are not suspended, debarred, or otherwise ineligible to
participate in covered transactions. To verify the eligibility of its
principals, as well as the eligibility of any lower tier prospective
participants, each participant may, but is not required to, checkthe
Excluded Parties List System website (https://www.epls.gov/),
which is compiled by the General Services Administration.
i. Nothing contained in the foregoing shall be construed to require
the establishment of a system of records in order to render ingood
faith the certification required by this clause. The knowledge and
information of the prospective 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.
* * *
2. Certification Regarding Debarment, Suspension,Ineligibility
and Voluntary Exclusion – First Tier Participants:
a. The prospective first tier participant certifies to the best of its
knowledge and belief, that it and its principals:
(1) Are not presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from
participating in covered transactions by any Federal department
or agency;
(2) Have not within a three-year period preceding this proposal
been convicted of or had a civil judgment 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;
(3) 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
(a)(2) of this certification; and
(4) Have not within a three-year period preceding this
application/proposal had one or more public transactions
(Federal, State or local) terminated for cause or default.
b. Where the prospective participant is unable to certify to any of
the statements in this certification, such prospective participant
shall attach an explanation to this proposal.
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2. Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders and other lower tier
transactions requiring prior FHWA approval or estimated to cost
$25,000 or more - 2 CFR Parts 180 and 1200)
a.By signing and submitting this proposal, the prospective lowertier
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," "participant," "person," "principal," and "voluntarily
excluded," as used in this clause, are defined in 2 CFR Parts 180
and 1200. You may contact the person to which this proposal is
submitted for assistance in obtaining a copy of those regulations.
“First Tier Covered Transactions” refers to any covered
transaction between a grantee or subgrantee of Federal funds
and a participant (such as the prime or general contract). “Lower
Tier Covered Transactions” refers to any covered transaction
under a First Tier Covered Transaction (such as subcontracts).
“First Tier Participant” refers to the participant who has entered
into a covered transaction with a grantee or subgrantee of
Federal funds (such as the prime or general contractor). “Lower
Tier Participant” refers any participant who has entered into a
covered transaction with a First Tier Participant or other Lower
Tier Participants (such as subcontractors and suppliers).
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 exceeding the $25,000 threshold.
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 is responsible for
ensuring that its principals are not suspended, debarred, or
otherwise ineligible to participate in covered transactions. To
verify the eligibility of its principals, as well as the eligibility of any
lower tier prospective participants, each participant may, but isnot required to, check the Excluded Parties List System website
(https://www.epls.gov/), which is compiled by the General
Services Administration.
FHWA-1273 --Revised May 1, 2012
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
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 Participants:
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 participating in covered
transactions 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.
* * * * * XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS
FOR LOBBYING
This provision is 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.
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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 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 its bid or
proposal that the participant shall require that the language of
this certification be included in all lower tier subcontracts, which exceed information of participant is not required to exceed that which is $100,000 and that all such recipients shall certify and
disclose accordingly.
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Required Federal-Aid Contract Language
12. FEMALE AND MINORITY GOALS
To comply with Section II, "Nondiscrimination," of "Required Contract Provisions Federal-Aid Construction
Contracts," the following are for 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:
MINORITY UTILIZATION GOALS
Economic
Area
Goal
(Percent)
174 Redding CA:
Non-SMSA (Standard Metropolitan Statistical Area) Counties:
CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehama
6.8
175 Eureka, CA
Non-SMSA Counties:
CA Del Norte; CA Humboldt; CA Trinity
6.6
San Francisco-Oakland-San Jose, CA:
SMSA Counties:
7120 Salinas-Seaside-Monterey, CA 28.9
CA Monterey
7360 San Francisco-Oakland
CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo
25.6
176
7400 San Jose, CA
CA Santa Clara, CA 7485 Santa Cruz, CA
CA Santa Cruz
19.6
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
CA Placer; CA Sacramento; CA
Yolo Non-SMSA Counties
CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA
Yuba
16.1
14.3
Stockton-Modesto, CA:
SMSA Counties:
5170 Modesto, CA 12.3
178 CA Stanislaus
8120 Stockton, CA
CA San Joaquin 24.3
Non-SMSA Counties
CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Tuolumne
19.8
Fresno-Bakersfield, CA
SMSA Counties:
179 0680 Bakersfield, CA
CA Kern
2840 Fresno, CA
19.1
26.1
Page 21 of 25
January 2021
347
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
CA Fresno
Non-SMSA Counties:
CA Kings; CA Madera; CA Tulare
23.6
Los Angeles, CA:
SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA 11.9
CA Orange
4480 Los Angeles-Long Beach, CA 28.3
180
CA Los Angeles
6000 Oxnard-Simi Valley-Ventura, CA CA Ventura
6780 Riverside-San Bernardino-Ontario, CA
21.5
19.0
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA 19.7
CA Santa Barbara
Non-SMSA Counties
CA Inyo; CA Mono; CA San Luis Obispo
24.6
San Diego, CA:
SMSA Counties
181 7320 San Diego, CACA San Diego
16.9
Non-SMSA Counties
CA Imperial
18.2
For the last full week of July during which work is performed under the contract, the prime contractor 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.
13. TITLE VI ASSURANCES
During the performance of this Agreement, the contractor, for itself, its assignees and successors
in interest (hereinafter collectively referred to as CONTRACTOR) agrees as follows:
a. Compliance with Regulations: CONTRACTOR shall comply with the regulations relative to
nondiscrimination in federally assisted programs of the Department of Transportation, Title 49,
Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter
referred to as the REGULATIONS), which are herein incorporated by reference and made a part of
this agreement.
b. Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the
AGREEMENT, shall not discriminate on the grounds of race, color, sex, national origin, religion,
age, or disability in the selection and retention of sub-applicants, including procurements of
materials and leases of equipment. CONTRACTOR shall not participate either directly or indirectly
in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices
when the agreement covers a program set forth in Appendix B of the Regulations.
c. Solicitations for Sub-agreements, Including Procurements of Materials and Equipment: In all
solicitations either by competitive bidding or negotiation made by CONTRACTOR for work to be
performed under a Sub-agreement, including procurements of materials or leases of equipment,
each potential sub-applicant or supplier shall be notified by CONTRACTOR of the
CONTRACTOR’S obligations under this Agreement and the Regulations relative to
nondiscrimination on the grounds of race, color, or national origin.
d. Information and Reports: CONTRACTOR shall provide all information and reports required by the
Regulations, or directives issued pursuant thereto, and shall permit access to its books, records,
accounts, other sources of information, and its facilities as may be determined by the California
Department of Transportation or FHWA to be pertinent to ascertain compliance with such
Page 22 of 25
January 2021
348
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Regulations or directives. Where any information required of CONTRACTOR is in the exclusive
possession of another who fails or refuses to furnish this information, CONTRACTOR shall so
certify to the California Department of Transportation or the FHWA as appropriate, and shall set
forth what efforts CONTRACTOR has made to obtain the information.
e. Sanctions for Noncompliance: In the event of CONTRACTOR’s noncompliance with the
nondiscrimination provisions of this agreement, the California Department of Transportation
shall impose such agreement sanctions as it or the FHWA may determine to be appropriate,
including, but not limited to:
i. withholding of payments to CONTRACTOR under the Agreement within a reasonable
period of time, not to exceed 90 days; and/or
ii. cancellation, termination or suspension of the Agreement, in whole or in part.
f. Incorporation of Provisions: CONTRACTOR shall include the provisions of paragraphs (1) through
(6)in every sub-agreement, including procurements of materials and leases of equipment, unless
exempt by the Regulations, or directives issued pursuant thereto.
CONTRACTOR shall take such action with respect to any sub-agreement or procurement as the
California Department of Transportation or FHWA may direct as a means of enforcing such provisions
including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes
involved in, or is threatened with, litigation with a sub-applicant or supplier as a result of such direction,
CONTRACTOR may request the California Department of Transportation enter into such litigation to
protect the interests of the State, and, in addition, CONTRACTOR may request the United States to
enter into such litigation to protect the interests of the United States.
14. USE OF UNITED STATES-FLAG VESSELS (CARGO PREFERENCE ACT)
The CONTRACTOR agrees-
1. To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the
gross tonnage (computed separately for dry bulk carries, dry cargo liners, and tankers) involved,
whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent
such vessels are available at fair and reasonable rates for United States-flag commercial vessels.
2. To Furnish within 20 days following the date of loading for shipments originating within the United
State or within 30 working days following the date of loading for shipments originating outside the
United States, a legible copy of a rated “on-board” commercial ocean bill-of-lading in English for
each shipment of cargo described in paragraph (1) of this section to both the Contracting Officer
(through the prime contractor in the case of subcontractor bills-of-lading) and to the Division of
National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590.
3. To insert the substance of the provisions of this clause in all subcontracts issued pursuant to this
contract.
Federal Trainee Program Special Provisions
(to be used when applicable)
15. FEDERAL TRAINEE PROGRAM
For the Federal training program, the number of trainees or apprentices is .
This section applies if a number of trainees or apprentices is specified in the special provisions.
As part of the prime contractor’s equal opportunity affirmative action program, provide on-the-job training to
develop full journeymen in the types of trades or job classifications involved.
The prime contractor has primary responsibility for meeting this training requirement.
If the prime contractor subcontracts a contract part, they shall determine how many trainees or apprentices
are to be trained by the subcontractor. Include these training requirements in each subcontract.
Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of
apprenticeship or training.
Page 23 of 25
January 2021
349
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Distribute the number of apprentices or trainees among the work classifications on the basis of the prime
contractor’s needs and the availability of journeymen in the various classifications within a reasonable
recruitment area.
Before starting work, the prime contractor shall submit to the City/County of :
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
The prime contractor shall obtain the City/County of approval for this submitted
information before the prime contractor starts work. The City/County of credits
the prime contractor for each apprentice or trainee the prime contractor employs on the job who is currently
enrolled or becomes enrolled in an approved program.
The primary objective of this section is to train and upgrade minorities and women toward journeyman status.
The prime contractor shall 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 and
show that they have made the efforts. In making these efforts, the prime contractor shall not discriminate
against any applicant for training.
The prime contractor shall 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
The prime contractor shall ask the employee if the employee has successfully completed a training course
leading to journeyman status or has been employed as a journeyman. The prime contractor’s records must
show the employee's answers to the questions.
In the training program, the prime contractor shall establish the minimum length and training type for each
classification. The City/County of and FHWA approves a program if one of the following is
met:
1.It is calculated to:
Meet the your equal employment opportunity responsibilities
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
The prime contractor shall obtain the State's approval for their training program before they start work
involving the classification covered by the program.
The prime contractor shall 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.
Page 24 of 25
January 2021
350
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
The City/County of reimburses the prime contractor 80 cents per hour of
training given an employee on thiscontract 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
prime contractor does at least one of the following:
a.Contribute to the cost of the training
b.Provide the instruction to the apprentice or trainee
c.Pay the apprentice's or trainee's wages during the off-site training period
3.If the prime contractor complies with this section.
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
The prime contractor shall furnish the apprentice or trainee with a copy of the program that the prime
contractor will comply with in providing the training
Page 25 of 25
January 2021
351
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix C:
Notice to Property Owners and Residents
352
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
NOTICE TO PROPERTY OWNERS, BUSINESS OWNERS, RESIDENTS
Date:
Dear Property Owner/Business Owner/Resident,
In approximately four days, , a contractor for the City
of Moorpark Public Works Department, will be constructing the Princeton Avenue
Improvement Project. Your street is a part of this contract and will be affected.
To accomplish this construction, it will be necessary to partially close your street or
temporarily limit street parking on the days the work is in progress. The Contractor
will post temporary "No Parking" signs at least three working days in advance of
starting this work. Unfortunately, it will be necessary to prohibit parking in certain areas
between 7:00 a.m. and 4:00 p.m. In cases of inclement weather, it may be necessary
to reschedule the Contractor's operation.
During this construction, we request your cooperation in parking your automobile(s) in
a location(s) away from the actual construction zone or on other nearby street(s) not
under construction. We also request that children refrain from playing in, or around,
the construction zones for their safety.
We regret any inconvenience this work may cause, and we thank you in advance for
your cooperation and understanding in assisting us in improving your neighborhood in
the most efficient way possible. Should you have any questions regarding the project,
please call:
Contractor:
Telephone:
City Contact: Daniel Kim, City Engineer
(805) 517-6255
dkim@moorparkca.gov
CONTRACT NAME: Princeton Avenue Improvement Project
SPECIFICATION NO.: MPK 21-03
353
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix D:
Standard Plans and Details
354
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020 355
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
356
4' (1200 mm)
MIN
y
4' (1200 mm)
MIN
y
INTEGRAL CURB
4' (1200 mm)
MIN
y
STR
rA.
GRADE BREAKS
~ 0:: w
0
0::
0
R m
w ......
A
TYPE A
GRADE BREAKS
TYPE B
GRADE BREAK
w
J . a.,-
TYPE C
4' (1200 mm)
MIN y
GJl" -1 (25 mm) CF
. .
SECTION A-A
CURB FACE, inches X, inches Y, inches
(mm) (mm) (mm)
6" (150) or less 3'-o" (900) 4'-o" (1200)
7" (175) 3'-6" (1050) 4'-9" (1425)
8" (200) 4'-0" (1200) 5'-8" (1700)
9" (225) 4 1 -6 11 (1350) 6'-6" (1950)
1 o" (250) 5'-o" (1500) 7'-3" (2175)
11" (275) 5'-6" (1650) 8'-0" (2400)
12" (300) or more 6'-o" (1800) 8'-9" (2625)
NOTES:
1. RESIDENTIAL DRIVEWAYS SHALL BE 4"
(100 mm) THICK PCC.
2. COMMERCIAL DRIVEWAYS SHALL BE 6"
(150 mm) THICK PCC.
3. WEAKENED PLANE JOINTS SHALL BE INSTALLED
AT BOTH SIDES OF A DRIVEWAY AND AT
10' (3.0 m) INTERVALS.
4. CURB FOR TYPE C DRIVEWAY SHALL BE
INTEGRAL AND MATCH ADJACENT
CONSTRUCTION.
5. REFER TO LOCAL DEVELOPMENT REGULATIONS
FOR AMERICANS WITH DISABILITIES ACCESS
REQUIREMENTS AND MAXIMUM PERMITTED
DRIVEWAY WIDTHS.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITIEE
1964
REV, 1996, 2009
DRIVEWAY APPROACHES
USE WITH STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON
STANDARD PLAN
110-2
SHEET 1 OF 1 357
CURB
CURB FACE
R
I •
4' 1220 mm MIN
TRANSITION
4:1 MIN
X I, ' I . X , I
I !~4' (1220 mm)
........ ~< A I{)::,;
X
~RB
4' 1220 mm
' I :14· 'd2'20 :ml' I ~!W
A ORB
SEE FIGURE 1
R
TYPE 1
TYPE 2
CASE A
PARTS OF THIS STANDARD PLAN SHOW INSTALLATION FOR TYPICAL
RETROFIT CONDITIONS, AND ARE NOT FULLY COMPLIANT WITH CALIFORNIA
BUI.LDING CODE REQUIREMENTS FOR NEW DEVELOPMENT.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGAlEO BY TttE
PUBLIO WORKS STANDARDS INC,
GREENBOOK COMMITTEE
1992
REV. 1996, 2000, 2005, 2009,
2013
CURB RAMP
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
111-5
SHEET 1 OF 10 358
4' 1220 mm
WHERE PLANTING AREA IS
ADJACENT TO THE CURB RAMP,
USE CASE A, TYPE 6
a1-
<o
"<'-" 4' 1220 mm
>-~
" ~ PLANTING
a.. AREA
CURB
CURB FACE
WHERE PLANTING AREA IS
ADJACENT TO THE CURB RAMP,
USE CASE A, TYPE 6
BCR
GRADE BREAK
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CURB RAMP
TYPE 3
TYPE 4
CASE A
STANDARD PLAN
111--5
SHEET 2 OF 10 359
~RB
4' 1220 mm
R ,.z., ,.z .. ,
PLANTING AREA
I· ~~·I ~!J 1ioo mm)
PCC WALK
4 1220 mm MIN R
NOTE 2
PLANTING AREA
IF PLANTING AREA IS NOT
ADJACENT TO SIDE FLARE, USE
"X" PER TABLE 2 FOR THAT FLARE
A ORB
SEE FIGURE 1
PARKWAY
R ..,.IIHn 2%
MAr
<( w
~
"' z
F z :s
0..
R
TYPE 5
· 1
TYPE 6
CASE A
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
CURB RAMP 111-5
SHEET 3 OF 10 360
CURB
CURB FACE
C
/• Z=X •~ ,. Z=X .,
) • X ~ .1. NOT~ 8 • ,
4' / llx
(1220 mm)....,i ~
C "'
2%
MAJ<
TYPE 1
~ <'
"'1..t TYPE 2
fjj
CASE B
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
CURB RAMP 111-5
HEET 4 OF 10 361
SKEW ANGLE a=45'
OFFSET b=O
UNLESS OTHERWISE
NOTED ON PLANS
CURB
CURB FACE
SKEW ANGLE, a
SEE DETAIL
A. B, C, OR D
A
PLANTING
AREA
CURB
CURB FACE
SEE DETAIL A, B, C OR D
A
NOTE 2
A
~
y
) NOTE 2
NOTE 8
TYPE 1
X=4' (1220 mm)
IF ADJACENT TO
PLANTING AREA,
OTHEWISE SEE TABLE 1
TYPE 2
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CURB RAMP
CASE C
CASED
STANDARD PLAN
111-5
SHEET 5 OF 10 362
s
4' (1220 mm)
X <l 4' (1220 mm ~
N
CURB
CURB FACE
X=4' 1220 mm
WHEN ADJACENT
TO PLANTING AREA
s
NOTE 2
4'
(1220 mm)
);-<!~ U'.l:,;:
MARKED
CROSSWALK
_.J
l;-<1~ "':,;:
X
s
MARKED
CROSSWALK
X
NOTE 2
NOTE 8
MARKED
CROSSWALK
TYPE 1
---x+jju
X
GRADE BREAK
MARKED
CROSSWALK
TYPE 2
CASE E
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
CURB RAMP 111-5
HEET 6 OF 10 363
P RKWAY
4' 1220 mm
SEE NOTE 6~
EXISTING I I
ROADWAY /5% ~
A2-0 CURB AND GUTTER
SECTION A-A
y 4'
ROUNDED
EDGE
...__,e--1-
SECTION B-B
SEE NOTE 6~
EXISTING I I
ROADWAY /5 ~
-.::;:.L._+-~-~-"2=%~M~A~X~-f-~
P RK AY
y
4' (1220 mm) MIN
L-~::.iA2-0 CURB AND GUTTER
SECTION C-C
1220 mm
USE FIGURE 1 TO DETERMINE
WHICH OF SECTIONS A-A, B-B
OR C-C IS APPROPRIATE.
DEPRESS BACK OF WALK
SEE DETAIL A, B, C OR D,
SHEET 10 .
DEPRESS BACK OF WALK
SEE DETAIL A, B, C OR D,
SHEET 10,
a DEPRESS BACK OF WALK
~A I~\ (
~ilf,i,t ~ <:..pee SIDEWALK
SECTION R-R
z I j(1220 mm)I !(1220 mm)
~--"""71"DEPRESS BACK OF WALK
),__~~,</~ &~~i,</k ~-~ (
-~ ~C SIDEWALK
SECTION S-S
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CURB RAMP
STANDARD PLAN
111-5
SHEET 7 OF 10 364
PARKWAY WIDTH, FT (m)
4' 5' 6' 7' s· 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20'
(1.2) MIN(1.5) (1.8) (2.1) (2.4) (2.7) (3.0) (3.3) (3.6) (3.9) (4.2) (4.5) (4.8) (5.1) (5.4) (5.7) (6.0)
,......_ 1" (25)
"" E 2" (50) ' E ..._,,. " (/) 3" (75)
" I w ~ I 4" {100) .....L "' / u u ' SECTION A-A r' z 5" (125)-~ I /1
LANDING = 4' (1220 mm) 1 -I u ~ w 6" (150)-u ,_z
" <( 0
LL 7" (175)-I-f--
"" u en 8" (200)-~~ i ' Cl:'.'. J 'f'.._ :::::>
9" (225) u "--SECTION B-B V I""-:;i 10" (250) ./' CALCULATE Z DIMENSION "' 2 I PER FORMULA BELOW ...... Cl:'.'. 11" (275)
l ... 0 ' z 12" (300)
OR MORE FIGURE 1 - SECTION USAGE
NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION 8-B, FIGURE Z
CURB FACE, SECTION Y-Y DIMENSION AS FOLLOWS:
INCHES (mm) X, FT (mm) Y, FT (mm) W = PARKWAY WIDTH
2" (50) 4.00' (1220) MIN 2.63' (790) L = LANDING WIDTH, 4' (1220 mm) TYP
3" (75) 4.00' (1220) MIN 3.95' (1185)
Z = [(Y+L)-W] x 0.760
4" (100) 4.00' (1220) MIN 5.26' (1580) IF (Y+L) < W, THEN Z = 0
5" (125) 4.17' (1275) 6.58' (1975)
6" (150) 5.00' (1525) 7.90' (2370)
7" (175) 5.83' (1775) 9.21' (2765)
8" (200) 6.67' (2035) 10.53' (3160)
9" (225) 7.50' (2285) 11.84' (3555)
10" (250) 8.33' (2540) 13.16' (3950)
11" (275) 9.17' (2795) 14.47' (4340)
12" (300) 10.00' (3050) 15.79' (4735)
SEE SHEET 9 FOR STREET SLOPE
ADJUSTMENT FACTORS, ALL STREETS
TABLE 1 -X ANDY VALUES
TABLE 1 REFERENCE FORMULAS:
X = CF / 8.333%
Y = CF / (8.333% -2% WALK CROSS SLOPE)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
CURB RAMP 111-5
SHEET 8 OF 10 365
4' (1220 mm)
j'Eo~I I .z.u!I
/ ,..,1r--..;::,::'-,I" ~GRADE BREAK
T&// ~~ ~jT
CURB/" /
CURB FACE
GUTTER T,'"X.DOWN, I , .1.
SLOPE, S L4•
X.UP :r
(1220 mm)
TYPICAL CURB RAMP
1
,X.DOW~, ~
BACK OF WALK~~ I ~
~--'-~~=--_:::::,.L-----'};Z_ 'GUTTER
SECTION T-T FLOW LINE
SLOPED STREET
FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL
TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF
THE RAMP, BY THE FACTORS IN THE FOLLOWIN.G TABLE.
FOR EXAMPLE, X.DOWN = X x K.DOWN
s K.DOWN K.UP
0% 1.000 1.000
0.2% 0.977 1.025
0.5% 0.943 1.064
1% 0.893 1.136
2% 0.806 1.316
3% 0.735 1.563
4% 0.676 1.923
5% 0.625 2.500
TABLE 2 -SLOPE ADJUSTMENTS
TABLE 2 REFERENCE FORMULAS:
K.DOWN = 8.333% / (8.333% + S)
K.UP = 8.333% / (8.333% - S)
STREET SLOPE ADJUSTMENTS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
CURB RAMP 111-5
SHEET 9 OF 10 366
' ~ @
~
E@
(D
N @
@ @ @
@ @ @
@ @ @
= ~ E
0.90" ~ E (" mm)@ O:s,
@
SINGLE
@ @ @ PATIERN O "TRUNCATED DOME"
I 12.35"
(60 mm)
GROOVING DETAIL DETECTABLE WARNING DETAIL
CONSTRUCT FENCE OR HANDRAIL
PER CONTRACT PLANS ~
6" (150 mm)
[-"-I PAVED SURFACE
RETAINING CURB -I I I ,::::PAVED SURFACE
\,,____~1
C DETAIL A DETAIL 8
GRADED
SLOPE 2 '1 -PAVED SURFACE MAX---...._ ~= RETAINING CURB------. -,\--==========~~~ W&,W,. \ ) ~F""
DETAIL C DETAIL D
GENERAL NOTES:
1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO
SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK.
2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDER WITH 1/4" (6 mm)
GROOVES APPROXIMATELY 3/4" (19 mm) QC. SEE GROOVING DETAIL.
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
CONFORMING TO SSPWC 303-1.9.
4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED.
5. USE DETAIL "c" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED.
6. R = 3' (900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7.
7. ANGLE = t,/2 UNLESS OTHERWISE SHOWN ON PLAN.
8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS
SHALL BE PER CONTRACT DOCUMENTS.
ST AND ARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CURB RAMP
STANDARD PLAN
111-5
SHEET 10 OF 10 367
CURB RAMP
f--,
0..
X w
f-..., -,
i 0.. X w
~~ 9il
EXP JT -~E~X~P~J~T--, ~
WP J f-ll--'W"-P---'J---,
WPJ
TREE WELL
WPJ t-t+~~W"'P~J~---<
EXP JT
~ILITY POLE
EXP JT
WPJ
EXP JT ECR
&ro ~1
</
f-...,
0..
X
CURB RAMP w
f-...,
0..
X w
DRIVEWAY
ABBREVIATIONS:
WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN
EXP JT EXPANSION JOINT ECR END OF CURB RETURN
NOTES:
1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS,
EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE
BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND
UTILITY POLES LOCATED IN SIDEWALK AREAS.
2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR
INTERVALS NOT EXCEEDING 10' (3000 mm) IN WALKS AND
20' (6000 mm) IN GUTTERS. JOINTS IN CURB AND WALK
SHALL BE ALIGNED.
3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM
SIDEWALK.
\ROPERTY LINE
..., -, ] !l: 0.. ,.
-,
0.. ,.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITTEE
19B4
REV, 1996, 2009
CURB AND SIDEWALK JOINTS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
112-2
SHEET 1 OF 1 368
WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE
PARALLEL TO CURB OR PROPERTY LINE
WALK ADJACENT TO PROPERTY LINE
WALK LESS THAN 5' (1500 mm) WIDE
WALK
WALK ADJACENT TO CURB
WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE
WALK~~~lE~XC~A~V~A~Tl~ON~5~-REPLACE WALK I ENTIRE WALK
GUTTER
FILL-IN REPLACEMENT
REPLACE 30"
(750 mm) MIN
IF LESS THAN 30"
(750 mm) REPLACE
ENTIRE WALK
FILL-IN LESS THAN 5' (1500 mm) WIDE FILL-IN 5' (1500 mm) WIDE OR MORE
Pl:" WALK Pl:' IF LESS THAN 30"
SAWCUT IF SCORELINE-, (750 mm) REPLACE SAWCUT IF SCORELINE~ 1
WALK
I I FILL-IN,-IJ!~~S~AW~C~U~T~~~~i>--ENTIRE FILL-IN
FILL -IN~!,~~EX~:r.i~VAiT~IO~"~'~,~-REPLACE 'A EXCAVATION°" '"" REPLACE 30"
\ ENTIRE FILL-IN (750 mm) MIN w~ w~ WR~
WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE
NORMAL TO CURB OR PROPERTY LINE
WALK Pt z
0
SAWCUT-;:: -30" (750 mm) MIN
> FILL-IN <( u
CURB. X w
GUTTER
THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS,
IF AN EXCAVATION FALLS WITHIN 30" (750 mm) OF AN EXPANSION JOINT, CONSTRUCTION JOINT,
WEAKENED PLANE JOINT, OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO
THE JOINT OR EDGE,
IF AN EXCAVATION FALLS WITHIN 12" (300 mm) OF A SCORELINE, THE CONCRETE SHALL BE REMOVED
AND REPLACED TO THE SCORELINE, THE SCORELINE SHALL BE SAWCUT BEFORE CONCRETE REMOVAL,
THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 30" (750 mm),
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY lHE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITIEE
1993
REV, 1996, 2009
SIDEWALK & DRIVEWAY REPLACEMENT
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTR CTION
STANDARD PLAN
113-2
SHEET 1 OF 2 369
NOTES
1. CONCRETE WALK, FILL-IN AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE
REPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE
CURB; ON CURVES, THE CUT SHALL BE RADIAL TO THE CURB.
2. DRIVEWAY APRONS IN WHICH THE ''W" DISTANCE IS LESS THAN 11' (3300 mm) SHALL BE REPLACED
IN THEIR ENTIRETY IF CUT IN ANY AREA.
3. DRIVEWAY APRONS IN WHICH THE ''W'' DISTANCE IS 11' (3300 mm') OR MORE MAY BE CUT WITHIN
THE ''W" SECTION. THE MINIMUM REPLACEMENT SHALL BE 30" (750 mm) IN LENGTH. THE MINIMUM
DISTANCE ALLOWED BETWEEN SUCH CUTS SHALL BE 14' ( 4200 mm').
4. DRIVEWAY APRONS IN WHICH THE ''W" DISTANCE IS 11' (3300 mm) OR MORE MAY BE CUT IN THE
"X" OR "R" SECTION. REPLACEMENT SHALL BE THE ENTIRE "X" OR "R" SECTION.
5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF
THE WALK, EXCEPT, WHERE WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OF
CURB TO BACK OF WALK.
6. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE
PARALLEL OR NORMAL TO CURB.
7. REPLACEMENT OF THE''X''OR"R" SECTION SHALL MATCH EXISTING CONSTRUCTION.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
SIDEWALK & DRIVEWAY REPLACEMENT 113-2
SHEET 2 OF 2 370
'?
E
u.. u
E
' E (!)
~
E
E
~
~
0
~
~
~
w z
::J
m
"' ::::,
---'6~"----, u
150 mm
BATTER 3:12
A1-6(150) AND
A1-8(200)
w z
::J
m
"' ::::,
~ 6" u w :::-L 150 mm
BATTER 3: 12
SLOPE 2.0%
u.. u
E
' E
(!)
0
~
~
LEVEi
6"
150 mm
w z
::J
m
"' ::::, u w
BATTER 3: 12
SLOPE 8.3%
LEVEL
1"
fi5mm)
A2-6(150) AND A2-8(200)
6"
(150 mm') MIN
u.. u
6"
w z
::J
(20 mm) R
BATTER 3:12
BOTH SIDES
~ ! . 131 ~ . 0
~ '--------------'-.-:.:.c_:_2_J_... ~ D1-6 150 AND
D1-8 200 A3-6(150) AND A3-8(200)
NOTES:
1. THE LAST NUMBER IN THE DESIGNATION IS
THE CURB FACE (CF) HEIGHT, INCHES (mm).
2. GUTTER WIDTH, W, IS 24" (600 mm)
UNLESS OTHERWISE SPECIFIED.
3. TYPES A 1, AZ, A3 AND C1 SHALL BE
CONSTRUCTED FROM PCC.
4. TYPE D1 CURB SHALL BE CONSTRUCTED
FROM ASPHALT CONCRETE.
5. TYPE C1 CURB SHALL BE ANCHORED WITH
STEEL DOWELS AS SHOWN OR WITH AN
EPOXY APPROVED BY THE ENGINEER.
6. ALL EXPOSED CORNERS ON PCC CURBS
AND GUTTERS SHALL BE ROUNDED WITH A
1 /2" (15 mm) RADIUS.
I 1"
1'"(25 mm")
u.. u
3" (75 mm)
@
w z
::J #4 x 10" @ 4" OC
(#13M x 250 mm
@ 1200 mm DC)
GROUTED IN PLACE
BATTER 3:12
C1-6(150) AND C1-8(200)
STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY lHE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITTEE
1984
REV, 1996, 2009
CURB AND GUTTER - BARRIER
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
120-2
SHEET 1 OF 1 371
1"
(25 mm)
·[ • • • "'o N
4"
(100 mm)
STREET SLOPE LESS THAN 4%
E
E ~I GUTTER TRANSlllON GUTTER TRANSlllON g
<O
(25 mm")
(45-00 mm) 1" 15'
PROPERTY LINE
FOUR EQUALLY
SPACEO OOWELS
FOR CONTACT
JOINTS-SEE NOTE 4
FLOW LINE
5'
1500 mm) TYP ~ 0
E z'"
E oS
2' o !::o
6 O mm) ~ ~~
GUTTER ~ g~
XP JT ~---"W----+ EXP J ~ i
TYPICAL CROSS GUTTER PLAN
STREET SLOPE LESS THAN 4%
STR GR
E
E
f-0 ~ 0
a_ <O
/j .
LONGITUDINAL
GUTTER STREET SLOPE 4% OR GREATER
CURB
NORMAL CF
MINUS 2" (50 mm)
GUTTER
SECTION A-A
STREET CENTERLINE
c_ __ ____cF..cLO;.:W'-= _____ _
PROPERTY
LINE
I 4ft
" al IL ECR
FLOW LINE
PROPERTY
LINE
TYPICAL CROSS GUTTER PLAN
STREET SLOPE MORE THAN 4%
6' (1800 mm)
1" 3' 3' 1'
(25 mm (900 mm) (900 mmJ (25 mm)
900 mm ...-.. ~ ~
t<")~
(900 mm) CURB +E
LEVEL
SECTION B-B
E (600 mm)
E
'N 0 ~
SECTION C-C
~
0
0
.. 4
(100 mm)
•
'-E
"' 0 N
• • • • -
SECTION 0-D
-s1
DO
X EQUALLY SPACED
WELS FOR CONTACT
JOINTS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY 1HE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITTEE
19S4
REV, 1996, 2009
CROSS AND LONGITUDINAL GUTTERS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
122-2
SHEET 1 OF 2 372
NOTES:
WEAKENED PLANE JOINT OR
OPTIONAL CONTACT JOINT
PER NOTES 1, 2 AND 3 ~
WEAKENED PLANE JOINTS
PER NOTES 1 AND 2 \
: I i~acl' ~ D
~~~-1-r~,~:--::__~.f1--+-4/~~~"'
115' (4500 mmJi c,)\ 1 , '
I ~ \ ~ / ~ • JOINT NEEDED WHEN 51,( ECR -:bJ--W -46' (14 m) OR MORE
"'
1
;;J-r 5' (1500 mm) TYP CROSS GUTTER
WEAKENED PLANE JOINTS _ 5 ,
PER NOTES 1 AND 2 (1500 mm) TYP
GUTTER
TYPICAL JOINT PLAN
1. WEAKENED PLANE AND /OR CONTACT JOINTS SHALL BE PLACED IN CURB AND
GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN HEREON.
2. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2"
(40 mm) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN
24 HOURS AFTER CONCRETE IS PLACED.
3. DOWELS FOR CONTACT JOINTS SHALL BE #4 BARS 18" LONG
(#13M BARS 450 mm LONG).
4. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY
GUTTER JOINS CONCRETE ALLEY INTERSECTION.
5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 1/2"
(15 mm) RADIUS.
6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
CROSS AND LONGITUDINAL GUTTERS 122-2
SHEET 2 OF 2 373
1"
(25 mm)
ci (100 mm)
PCC
11'1
"'
CONCRETE CURB-------! !
1
1
AND GUTTER ,'t ~ ::,
(.?
0 z
<(
ro
"' ::,
u
(_)
z
0 u
15' (4500 mm)
6'
(1800 mm)
3' 3'
(900 mm) (900 mm)
E
':a-E
;;;-ffi,
1"
(25 mm)
PLAN
T E E
T • • • • T E, E
"'
4"
100 mm)
SIX EQUALLY SPACED
DOWELS FOR CONTACT
JOINTS
0
~
II I
BCR
WEAKENED PLANE
OR CONTACT JOINT
SECTION A-A
2' -(600 mm)
SECTION B-B
<
E
• E
L1) 0
:il
&
5'
(1500 mm)
5'
(1500 mm)
DETAIL A
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY TI-IE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITTEE
1993
REV, 1996, 2009
CROSS GUTTER AT
T INTERSECTIONS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
A + 0.05' (15 mm)
MINIMUM
A + 0.15' (45 mm)
MINIMUM
A + 0.05' (15 mm)
MINIMUM
CONCRETE CURB
AND GUTTER
STANDARD PLAN
123-2
SHEET 1 OF 2 374
NOTES:
1. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2"
(35 mm) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN
24 HOURS AFTER CONCRETE IS PLACED.
2. DOWELS FOR CONTACT JOINTS SHALL BE #4 BARS 18" LONG
(#13M BARS 450 mm LONG).
3. ALL EXPOSED CORNERS SHALL BE ROUNDED WITH 1 /2" (15 mm) RADIUS.
4. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OllHERWISE SPECIFIED.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CROSS GUTTER AT
T INTERTERSEC TIONS
STANDARD PLAN
123-2
SHEET 2 OF 2 375
DETAIL 1 --DETAIL 2 --DETAIL 5 --DETAIL 6 --
DETAIL 8 --DETAIL 9 --
A
CENTERLINES
(2 LANE HIGHWAYS)
D A D
I I · (10.80 ml
BMll\&i&il
48'-o" 14.40 m
A
C I I
l888ii88MII
1a'-o" c 1a'-o"
181 5.40 m k8IM1ll88Ri! 5.40 m 1111
LANELINES
(MULTILANE HIGHWAYS)
A D A
= =
D
48' o• (14.40 m:
A
=
NO PASSING ZONES ONE DIRECTION
DETAIL 15 --DETAIL 16 --DETAIL 18 -I B -DETAIL 19 --
·- • I I 1 •-~ = E r. B 18' -~' ~ 14.40 rr;_l , 1 'E
: :O" : :O" w:,: ~ I• I • l N E (7.20 m) (7.20 m) g
C 36'-0" C ~~ ,J (10.80 m) "b@d ' g
M 58W88&§§M@3 r,....
~
18'-0" C 18'-0" 'E ~ (5.40 mjb......J (5.40 m'.ili M E
P88WW$/9$6&§§§§ ,,..... ~
1111 24'-0" 1111 24'-0" lll~E
I• (7.20 m) •I' (7.20 m) •I "'!
~
NO PASSING ZONES-TWO DIRECTION
':::':_ -~
,:::,. ,.._: ' ,.:J~: : ~:·:'=~~
LEFT EDGELINES _
(DIVIDED HIGHWAYS)
DETAIL 24 ~
-'-.__EDGE OF TRAVELED WA/ ! E
~ E
·u:::::"'.•'.:,:,:•:'•·~·:·:-:,•:,· :::;u•u,:,:,:•:•:·:·,:,·"
DETAIL 25 -
DETAIL 25A -
DETAIL 26 -
DETAIL 28
- E
•>• "·'. """::::::::··. '.:Y ::'.•"" ·,;::;:.;;:;'.' '•" ·:2'::! :;; • '.._
EDGE OF TRAVELED WAY
~. 48'-o" (14.40 m) .~ , E NE
g
MEDIAN ISLANDS l! l
-i:, !lllllllllllllllllllllllllllll!ll!llllllllll!!lllllllllllllllllllllllllllllSlll!it
IZ
······························································•·:·•·•·•·:-:-:.
"'"'' '~ s ,.._,. ,.._,. J ~
-E ~· (7.20 m)~ (7.20 m)~~ i,, ~~
' ~ -J~1111 1111 !Ill~
N ::E N~
SEE SHEET 2 FOR DIMENSIONS A TO D fis
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
PUBLIC WORKS STANOA~OS INC.
GREENSOOK COMMITTEE
2011
PAVEMENT MARKERS AND
TRAFFIC LINES
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
170-0
SHEET OF 4 376
DETAIL 31 -
-DETAIL 32 -
TWO-WAY LEFT TURN LANES
~' (10.80 m) ~' (10.80 m) '~ E =iMiMiliiM&M&=~!!ililll~;;:~im~=~**lllllo:§~:~~~==*~;,-,t~'1 Eg
, .. l It) E ad 96 -0 (28.80 m b , E '?;;;,
l 24)-o" 24 1 -0'1 24'-o" 24'-o" I 24'-o" ' 24'-o" No~ E"" ~
1!111-(7.20 m) lllll (7.20 m) !!ii \7.20 m) !Ill t].20 ml l!lll (7.20 m lllll (7.20 m)!!i! ien £_ '<j> ~
- 0
(5.40 m)liililll!l!!lll
36'-o"
(10.,WJ m)
iill!.!!lllllll , I, C I
(10.80 m)
~ 9..-
~18' o"
• E
5.40 m~---
!l!l 1111 !!Ii! 1111 1111 "' E ~i.~---~9~5_·-~o~"~c~2s~·~so'--"-m~l ____ -i,I~ c
~
CHANNELIZING LINE BIKE LANE LINE
~
c=6" (150 mm) WHITE LINE
t
DETAIL 39
f
DETAIL 38 c= 8' (200 mm) WHITE LIN~, ~
{ { °'o
m 24'-o" m 24'-o" m I • • 1 ~ I (7.20 m) (7.20 m)
THROUGH iRAFFIC-
INTERSECTION LINE
BIKE LANE
DETAIL 38A
f
c= 8" (200 mm) WHITE LINE
t DETAIL 39A I , ,, 200' -0" (60.0 m) , 1 IJ'lTERSECTION
I c::J CJ c;;:i D
-L,J_H'=_o" '-s" (150 mm)
8'-o"-7~\1.20 m) WHITE LINE
LANE LINE EXTENSIONS
THROUGH INTERSECTIONS
(2.40 m)
DETAIL 40 6'·-0"
/-0" )I I, ~1.80 m)
0.30 m D D ~ D D
4" (100 mm) WHITE LINE
CENTER LINE EXTENSIONS
THROUGH INTERSECTIONS
DETAIL 41 6'-0"
11-0" /., c--' 0-.3-"-0-m_),__I """I •-'-"'j-' I ( 1.80 m)
1!11 llllll! ~ 111!111 1!1111
4" (100 mm) YELLOW LINE
DIMENSIONS
A = 7'-0" (2.10 m)
B = 8' -6" (2.55 m)
c = 12'-o" (3.60 m)
D = 17'-0" (5.10 m)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PAVEMENT MARKERS AND
TRAFFIC LINES
STANDARD PLAN
170-0
SHEET 2 OF 4 377
LEGEND
MARKERS
0 TYPE A WHITE NON-REFLECTIVE
® TYPE AY YELLOW NON-REFLECTIVE
[D TYPE B CLEAR TWO-WAY RETROREFLECTIVE
§J TYPE RED / CLEAR RETROREFLECTIVE
lllll TYPE D YELLOW TWO-WAY RETROREFLECTIVE
[I TYPE G CLEAR ONE-WAY RETROREFLECTIVE
Iii TYPE H YELLOW ONE-WAY RETROREFLECTIVE
llIIJ TYPE I BLUE TWO-WAY RETROREFLECTIVE
~
1 1 411 WHITE
~ 4" YELLOW
-DIRECTION OF TRAVEL
i: E oE ITTE 1nE
":E "E r---E «>E dlO do
~ f s!
d 0
"' 3.88" TO 4.13" r:> ~
3.88" TO 4.13" fg;; (98 TO 105 mm) ~:-g
O
C::::::::::Swg; ~
(98 TO 10:!!!~!!!!!m!!!!!r!!!!!)!!!!!' I~; ~ ! ~ ~ g
~00~ ne.o
o~ C}J:
TYPE A & TYPE AY ~TY~P~E_B~T~Y~P~E ~C~T~YP~E-D~&~TY~P~E~I
llflll RETROREFLECTIVE FACE
MARKER DETAILS
TYPE G & TYPE H
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PAVEMENT MARKERS AND
TRAFFIC LINES
STANDARD PLAN
170-0
SHEET 3 OF 4 378
4" (100 mm) CLEAR , , •
1~ ¢ FIRE HYDRANT
¢ FIRE HYDRANT
2'-0"
(600 mm)
STREETS WITH CENTER LINE OR
SINGLE LANE STRIPING STREETS WITHOUT LANE STRIPING
I
I\ 4• (100 mm) CLEAR
I ~ ¢ FIRE HYDRANT
I I
I I
/_
--0-FIRE HYDRANT
hMARKER PLACED IN
FRONT OF DRIVEWAY
STREETS WITH MULTIPLE LANE STRIPING
AT DRIVEWAY OR SOME
DISTANCE FROM STREET
FIRE HYDRANT MARKERS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PAVEMENT MARKERS AND
TRAFFIC LINES
STANDARD PLAN
170-0
SHEET .4 OF 4 379
1 ·
6'-o"
(1.83 m) ·1
Vi A \
V I I \ ,
r,.,.
~
I 1
' '\ i:, E
I.,,_
" .,,.
'\ ...... 00 •
N
~
' ' " ll., "'l\
1'1 / I ,.
V
+--!--+---Ir-+-~---
1'-0" x 1'-o" GRID
(305 x 305 mm)
A=15 FT' (1.39 m')
TYPE II (L) ARROW
(FOR TYPE II (R) ARROW,
USE MIRROR IMAGE)
1'-9 11
lisfB'inm)
+-f-+-hl-1-H-+---
I I
6" x 6" GRID I I 6"
(150 x 150 mm) (150 mm)
A=7 FT' (0.65 m2 )
BIKE LANE ARROW
\
1'-0" X 1'-0" GRID I .. I 1'-0"
(305 x 305 mm) ~ mm)
A=27 FT' (2.51 m')
TYPE Ill (L) ARROW
(FOR TYPE Ill (R) ARROW,
USE MIRROR IMAGE)
4" x 8" GRID
(100 x 200 mm)
1 · (1.065 m)' I
+--1----.l~t--+· -
I \
'
+--1-~..._t--+· -I 1'-0" I (305 mm)
A=14 FT' (1.30 m')
TYPE I 1 O' (3 m) ARROW
I 4'-s" I
• (1.42 m) '
A=17.5 FT' (1.63 m')
I, <1:~2
8:i , I I t1:~a
1~> , I
A=16.5 FT' (1.53 m') A=19.5 FT' (1.81 m')
I, 3' 4" • J
(1.00 m)
A=7 FT' (0.65 m')
4" x 4" GRID
(100 x 100 mm)
NUMERALS
BIKE LANE SYMBOL
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY lliE
PUBLIC WORKS STANDARDS INC,
GREENBOOI< COMMITIEE
2011
PAVEMENT MARKINGS
ARROWS AND SYMBOLS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
171-0
SHEET 1 OF 5 380
1 ·
51 6 11
· 1 (1.68 m)
j \
I \
I ' \ • "E
' \ "' I "' 1 . "' I "' . ~
I \
...... \ ' ~ "II -,..._
b E
1~
j ' "' "'!
/JI
0
-
/....
1$
f a:
ts
&
& A=42 FT' (3.90 m')
'Si I
jf I TYPE II t,RROW
RIGHT LANE DROP ARROW
ts ,,,,. i..,,,-I
(FOR LEFT LANE,
8 20·'/
USE MIRROR IMAGE)
f::c:
& 1'-0" x 1'-0" GRID !! r (305 x 305 mm)
NOTES:
1. IF A MESSAGE CONSISTS OF MORE THAN ONE WORD, IT SHALL READ "UP";
THAT IS, THE FIRST WORD SHALL BE NEAREST THE DRIVER.
2. THE SPACE BETWEEN WORDS SHALL BE AT LEAST FOUR TIMES THE HEIGHT
OF THE CHARACTERS FOR LOW SPEED ROADS, BUT NOT MORE THAN TEN TIMES
THE HEIGHT OF THE CHARACTERS. THE SPACE MAY BE REDUCED
APPROPRIATELY WHERE THERE IS LIMITED SPACE BECAUSE OF LOCAL CONDITIONS.
3. MINOR VARIA110NS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER.
4. PORTIONS OF A LEDER, NUMBER, OR SYMBOL MAY BE SEPARATED BY CONNECTING
SEGMENTS NOT TO EXCEED 2" (50 mm) IN W1DTH.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
PAVEMENT MARKINGS 171-0
ARROWS AND SYMBOLS SHEET 2 OF 5 381
.
.
4" x 8" GRID
(100 x 200 mm)
A=22 FT' (2.04 m')
l1TIT
A=24 FT2 (2.23 m')
,.
!-
,.
A=19 FT' (1.77 m')
A=23 FT' (2.14 m')
A=26 FT' (2.42 m')
.
mt
Ifft
A=26 FT' (2.42 m')
A=19 FT' (1.77 m2 ) A=24 FT2 (2.23 m2 )
A=22 FT' (2.04 m2 ) A=21 FT' (1.95 m')
A=16 FT' (1.49 m') A=18 FT' (1.67 m')
4'-5 1
'
2'-81 II
(0.83 m
A=32 FT' (2.97 m') A=14 FT' (1.30 m')
A(WHITE)=9 FT2 (0.84 m2 )
A(BLUE)=14 FT' (1.30 m')
DISABLED PERSONS PARKING SYMBOL
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PAVEMENT MARKINGS
ARROWS AND SYMBOLS
STANDARD PLAN
171-0
SHEET 3 OF 5 382
A=27 FT2 (2.51 m') A=42 FT' (3.90 m')
A=24 FT2 (2.23 m 2
) A=43 FT' ( 4.00 m')
A=6 FT2 (0.56 m')
A=31 FT' (2.88 m 2
)
2" x 4" GRID
(50 x 100 mm)
A=5 FT2 (0.47 m2 )
A=35 FT2 (3.25 m')
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PAVEMENT MARKINGS ARROWS AND SYMBOLS
STANDARD PLAN
171-0
SHEET 4 OF 5 383
4" x 8" GRID
(100 x 200 mm)
A=24 FT' (2.23 m')
""-.......
A=23 FT' (2.14 m')
A=21 FT' (1.95 m')
1, ..
-
-
A=20 FT' (1.86 m')
1'-0" x 1'-0" GRID
(305 x 305 mm)
'-4
a'-o"
(2.44 ml
\ \
\
' lo--' \ ,,_.!( C
4\ r!l ' \ I Q.
\ '
' \ ' \ \ I
'\ ' , I
l ' ,
1.:.1
• I
' •
l I JI \ , I \
' 1
I
• I \
' I ' I
I I
~ ~
' I
I
I
'
--2'-0°
X WID
--
• >
' ~ OE
• I ,-..
:'!N
"' ~
(610 mm)
TH OF LANE
' ~~-0,47 I rn)
•
'I
I l ,,....... b E
L..I' ' E I 0 0 I ~ ~ ~ -"' (0
~
~
\
\
1
\
\ 1 .
~
:"' >E o,....
.IN ... "' ~~
--
A=17 FT' (1.58 m') 2'-0"
x WID
(610 mm)
TH OF LANE
--
A=70 FT' (1.86 m')*
* DOES NOT INCLUDE THE 2'-0" (610 mm)
TRANSVERSE LINES .
.3'-3"
0.99 m RAil ROAD CROSSING SYMBOL
A=11 FT' (1.02 m')
DIAMOND SYMBOL
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PAVEMENT MARKINGS
ARROWS AND SYMBOLS
STANDARD PLAN
171-0
SHEET 5 OF 5 384
E ~12" WHITE
. ,,,. { (300 mm)
roN -a-
~ft-~~~~+-~~~n-~~~~~~-..........._
\..,._ R1
\ @~~~ -20' (7 m) RED CURB
~ Wf "' OR SEE PLANS
!\__DETAIL 22 OR
SEE PLANS
-LEGEND SHALL BE CENTERED
ON THE TRAFFIC LANE
EXCLUDING PARKING
AND /OR BIKE LANE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGA1ED BY THE
PUBLIC WORKS STANDARDS INC,
GREENBOOK COMMITTEE
2011
STOP AND STOP BAR
USE WITH STANDARD SPECIFICATIONS FOR PUBllC WORKS CONSTRUCTION
STANDARD PLAN
172-0
SHEET 1 OF 1 385
PAVEMENT ARROWS
PER SPPWC 171 ---
DETAIL 28, 29 OR 30
OR RAISED CURB
(SEE PLANS) --<.
NOTES:
~CAT-TRACKING PER
/ SPPWC 170 DETAIL 40
--4" (100 mm) WHITE LINE
WITH TYPE G MARKERS AT
EITHER END
z
SE
'?
0
"'
,~--,DETAIL 8, 9 OR 10
(SEE PLANS)
U---t---DETAIL 38
CURB
POINT OF CURVATURE
1. ARROWS SHALL BE INSTALLED AT THE BEGINNING OF ALL LEFT TURN AND RIGHT TURN POCKETS.
2, ARROWS SHALL OPTIONALLY BE INSTALLED AT THE END OF LEFT AND RIGHT TURN
POCKETS 100' (30 m) OR MORE IN LENGTH.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITTEE
2011
INTERSECTION APPROACH STRIPING
USE WITH STANDARD SP CIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
173-0
SHEET OF 1 386
SIDEWALK
...... 12"
5' 1.5 m)
MIN
URB LINE
1.5 m
12"
SIDEWALK
10'
(3 m)
12"
CURB LINE
5' (1.5 m)
12" ;; (300 mm) (300 mm)
CROSSWALK
STRIPING
(300 mm) (300 mm)
CROSSWALK
-STRIPING
CASE I CASE II NOTES:
1. ALL CROSSWALKS SHALL BE WHITE UNLESS NOTED OTHERWISE ON THE PLANS.
2. CASE II SHALL BE USED ONLY IF THE 5' (1.5 m) MINIMUM DIMENSION
FOR CASE I CANNOT BE MAINTAINED.
3. CASE I SHALL BE USED WITH 90' DELTA AND 25' (7.5 m) OR GREATER
CURB RETURN RADIUS.
10'x2' (3 000 x 600 mm)
THERMOPLASTIC MARKING --
PROLONGATION
OF CURB LINE
1' (300 mm)
E ,,.,
THERMOPLASTIC MARKING--+-
CURB LINE
OF ROADWAY
-
VARIES
CURB LINE
LADDER STYLE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGA'TU> BY lttE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COt.lMITIEE
2011
CROSSWALK STRIPING
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
174-0
SHEET 1 OF 1 387
DETAIL 22 OR
PER PLANS ---i-~. II
REFLECTIVE WHITE
LEGEND MARKINGS PER
CALTRANS STD PLAN A24D
12" (300 mm) WHITE
CROSSWALK LINES
5' (7.5 m) RED CURB
100' (30 m) MIN
KINu_-+-1·'::>.-32· (9.6 ml
PED, _ _,___,_
W54A 8' (2,4 m)
PEDESTRIAN MARKING AT CROSSWALK
12" (300 mm YELLOW
CROSSWA~LK~Ll~NE~S~;;;;;~n==d-•-
DETAIL 22 OR SW25
PER PLANS 25' (7.5 m) RED CURB
1 oo' (30 m) MIN
8' (2.4 m)~--
32' ( 9. 6 m) 'S::---\.',--4 REFLECTIVE YELLOW
LEGEND MARKINGS PER
CALTRANS STD PLAN A24D
/
SR4 (WHERE POSTED SPEED LIMIT
EXCEEDS 25 MPH)
-•-W63 OR SW24 (WHERE POSTED OR
PRIMA FACIE SPEED UMIT=25MPH)
PEDESTRIAN MARKING AT SCHOOL CROSSWALK
NOTES:
1. LEGEND SHALL BE INSTALLED IN EACH TRAFFIC LANE APPROACHING A SCHOOL OR PEDESTRIAN
CROSSING UNLESS THE PLANS SHOW A DOUBLE SET OF LEGEND MARKINGS INSTALLED IN ONE
EXCEPTIONALLY WIDE LANE.
2. LEGEND SHALL BE CENTERED ON THE TRAFFIC LANE EXCLUDING PARKING AND/OR BIKE LANE.
3. MINIMUM RED CURB ON APPROACH CROSSWALK SHALL BE 25' (7.5 m), WITH
15' (4.5 m) ON DEPARTURE LEGS.
4. ALL SCHOOL AND PEDESTRIAN WARNING SIGNS (W54, W54A, W63, SW24, SW25 and SR4)
SHALL BE HIGH-VISIBILITY FLOURESCENT YELLLOW-GREEN.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGAlED BY lliE
PUBLIC WORKS STANDARDS INO.
GRE£NB00K COMMITIEE
2011
PEDESTRIAN CROSSINGS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
175-0
SHEET 1 OF 1 388
1
....__1----TYPE F, CLASS 2 DELINEA TORS
...J EACH 200 FT (60 m)
•
•
•
•
~ 3 MINIMUM
z
~
z
0
F
Vi z
<( g,
~~~
~ 'R4-1
'
CENTER vTYPE IV ARROWS
DIVIDER V .,,
(_ -EDGE OF
TRAVELED WAY
~ ---"
...,__~
W9-1
NOT TO SCALE
SEE PLANS FOR
DIMENSIONS
d, L, AND W
SEE SHEET 2 FOR MUTCD (CA)
GUIDELINES FOR DISTANCE d
LANE DROP
SPEED 40 MPH
(65 km /H)
OR LESS
CENTER
DIVIDER
•
•
•
•
•
...J
R4-1 NOT USED WHERE
TWO OR MORE LANES
REMAIN BEYOND LANE DROP
I---EDGE OF
TRAVELED WAY --~
..L.-~
W9-1
LANE DROP
SPEED 45 MPH
(70 km /H)
OR MORE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROl,4ULGATEO SY 'THE
PUBLIC WORKS STANDARDS INC.
GREENSOOK COMMITTEE
2011
LANE REDUCTION MARKINGS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
176-0
SHEET 1 OF 2 389
W4-7(R)
--'-.-
LEFT TRAP LANE
NOT TO SCALE
W73A(CA)(L),
-~
DETAIL 378
OR 37C -----
.
" -------
R3-7(L)-t:).._
~'?
• en g~
CURB LINE,
o!i!l I
SEE PLANS FOR DIMENSION d, ADVANCE
PLACEMENT DISTANCE
POST SIGNS IN MEDIAN WHERE POSSIBLE
MUTCD (CA) EXCERPT:
"TYPICAL CONDITIONS ARE LOCATIONS WHERE THE
ROAD USER MUST USE EXTRA TIME TO ADJUST
SPEED AND CHANGE LANES IN HEAVY TRAFFIC
BECAUSE OF A COMPLEX DRIVING SITUATION.
TYPICAL SIGNS ARE MERGE AND RIGHT LANE
ENDS. THE DISTANCES ARE DETERMINED BY
PROVIDING THE DRIVER A PIEV TIME OF 14.0 TO
14.5 SECONDS FOR VEHICLE MANEUVERS {2001
AASHTO POLICY, EXHIBIT 3-3, DECISION SIGHT
DISTANCE, AVOIDANCE MANEUVER E) MINUS THE
LEGIBILITY DISTANCE OF 175 FEET OF THE
APPROPRIATE SIGN."
-
MUTCD { CA) GUIDELINES FOR
ADVANCE PLACEMENT DISTANCE
POSTED OR
85th PERCENTILE
SPEED
20 mph
25 mph
30 mph
35 mph
40 mph
45 mph
50 mph
55 mph
60 mph
65 mph
70 mph
75 mph
I !!,l;
/
-L--.-,!-
R3-7{R)
_.....DETAIL 378
------OR 37C
-L.---W73{CA) R)
d
225' (59 m)
325' (99 m)
450' (137 m)
550' (168 m)
650' (198 m)
750' (229 m)
850' (259 m)
950' (290 m)
1100' (335 m)
1200' (366 m)
1250' {381 m)
1350' (411 m)
RIGHT TRAP LANE
..... --~
W4-7{L)
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
LANE REDUCTION MARKINGS
176-0
SHEET 2 OF 2 390
DETAIL 39
. 100'-200' (30-60 m)
--,-SEE PROJECT ~ PLANS
( , '
' 6" (150 mm)
WHITE STRIPING
V
6' 5' 6'
(1.8 m) (1.52 m) (1.8 m)
/ c_./ ' VARIABLE. SEE PLANS.~
CURB LINEc_/ GUTTER TOE LINE , ) 4 (1.2 m MIN FROM
EDGE OF GUTTER
r
R81(CA)
BIKE LANE (CLASS II)
NOT TO SCALE
~
5' 6' E
~E (1.52 m) (1.8 m) ::,;
0 4" (100 mm) \,.D
YELLOW CENTERLINE--------... £SHOULDER Ne
~
E '
Ea:: \
' 8::'i ""' ~~d ~ ~ en"' E ui
<OZ w-,,.;5 -------o
I J2.7 m I
':i I-oa. ~ =l> >. I-uJ
ro'id'" w 0.9 m ' (/)
(3') (9')' ~
' '
"---EDGE OF BIKE PATH
SHOULDER) E
~E "'a \,.D
TWO-WAY BIKE PATH (CLASS I) Ne
NOT TO SCALE
NOTE:
ALL BICYCLE STRIPING AND MARKINGS SHALL BE WHITE REFLECTIVE PAINT EXCEPT AS
NOTED FOR TWO-WAY BIKE PATH.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
5'
-(1,52 m)
PROMULGA 1EO BY THE
PUBLIC WORKS STANOAROS INC.
STANDARD PLAN
GREENBOOK COMMITTEE
2.011
BIKE LANE MARKING &: STRIPING
USE WI n STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
177--0
SHEET 1 OF ' 391
INSTALL MANHOLE FRAME
AND COVER (SEE NOTE 1C)
PROPOSED GRADE OR
TOP OF MANHOLE
INSTALL MANHOLE FRAME AND rPROPOSED GRADE OR
COVER (SEE NOTE 1C)=" _ TOP OF MANHOLE
1/2" (15 mm)
CLASS "D"
MORTAR
EXISTING
1
1
1
1 I I II
I I II MANHOLE -----..ii I I II
II I I II
JI I ~. l l1
JI I rw t II
11 I I II
11 I I 11
j I I 11
11 I I 11
11 I I 11
11 I I 11
II I I 11
11 I /-1-, I 11
11 "--L 1+-',>_i--> 11
j ~ -,1 1, L __________ _J
EXISTING GRADE OR D
TOP OF EXISTING ksEE NOTE 18)1
12" (300 mm) MIN.
24" (610 mm) MAX.
(SEE NOTE 2A)
MANHOLE :::-::'::,..,__m------
8 I 8 TOP OF EXISTING
BRICKWORK
REMOVE EXISTING
BRICKWORK TO AN
ELEVATION AT
WHICH INSIDE
DIAMETER OF
EXISTING MANHOLE
IS NOT LESS THAN
30" (750 mm)
,-;:;J-----------1;:;{--+
I I \ \ :z~
I I \ \ :, ::>
I I \ \ ~Est I I \ \ E
I I I \ \ EE~
I I \ \ g~o /ut-----------tul "'"~
I I I I ~ ... /b~
I I I I-"'
I I I I
fc,/------L-----juj
I I I I
I I I !-,__
I I I I EXISTING L.L __________ _j_...J MANHOLE r1--==r1y==--n ~t-----T-----+~
L.L-----1------1....I
RAISING EXISTING PRECAST
CONCRETE SEWER MANHOLES
EXISTING GRADE OR TOP OF EXISTING MANHOLE-.._ ------------------------~-
RAISING EXISTING BRICK MANHOLES PROPOSED GRADE OR
TOP OF MANHOLE
INSTALL MANHOLE
FRAME AND COVER
RECONSTRUCT
BRICKWORK,
40" (1 m) MIN.
1/2" (15 mm)
CEMENT
PLASTER
ru, (SEE NOTE 1c)
I I I I /Ur---------iw,;---
1,_rl D l,_rl
~(SEE NOTE 1B)~
lul----------\u\1--......
I I \ \ z~
I I \ \ :;; ::>
I I \ \ ~Est I I \ \ E
I I I \ \ EE~
I I \ \ gfflo /ut-----------tul "'"~
I I I l ~"o~
I I I I-"'
I I I I
fc,1---- --1------Jul
I I I I
I I I I
I I I I""--EXISTING L.L __________ _j_...J MANHOLE r1--==r11==--n ~t-----T-----+~
L.L-----1------1....J
LOWERING EXISTING BRICK MANHOLES LOWERING EXISTING PRECAST
CONCRETE SEWER MANHOLES
BRICK MANHOLES PRECAST CONCRETE SEWER MANHOLES
PROMULGATED BY THE
PUBLIC WORKS STANDARD, INC.
GREENBOOK COMMITIEE
1984
REV, 1996, 2009
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
SEWER MANHOLE ADJUSTMENT
USE ~TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
205-2
SHEET 1 OF 3 392
NOTES:
1. GENERAL
A. EXCEPT AS INDICATED HEREON OR ON THE PLANS, MANHOLES SHALL
CONFORM TO: SPPWC 200, PRECAST CONCRETE SEWER MANHOLE AND
SPPWC 203, BRICK SEWER MANHOLE.
B. DIMENSION "D" SHALL BE THE SAME AS THE SIZE OF MANHOLE FRAME AND
COVER TO BE USED.
C. THE CONTRACTOR MAY REUSE THE EXISTING MANHOLE FRAME AND COVER, UNLESS
DAMAGED DURING THE WORK OR WHEN OTHERWISE SHOWN IN THE
CONTRACT DOCUMENTS. ITEMS DAMAGED BY THE CONTRACTOR SHALL
BE REPLACED WITH IDENTICAL NEW ITEMS AT NO EXPENSE TO THE AGENCY.
D. EXISTING STEPS LOCATED WITHIN REMOVAL LIMITS SHALL BE REPLACED. WHEN
REMOVAL OF EXISTING STEPS BEYOND THE MANHOLE REMOVAL LIMITS IS
SHOWN ON THE PLANS, THE STEPS SHALL BE REMOVED TO A DEPTH
OF 2" (50 mm) BEYOND THE INSIDE FACE OF THE BRICK MANHOLE AND
THE HOLES SHALL BE FILLED WITH CLASS "D" MORTAR.
2. RAISING EXISTING BRICK MANHOLES
A. BRICK MANHOLES TO BE RAISED LESS THAN 1' (300 mm) MAY BE
EXTEND VERTICALLY, PROVIDED THAT AT A DEPTH OF 2 1 /2' (750 mm)
BELOW THE TOP OF THE MANHOLE AT ITS NEW ELEVATION, THE INSIDE DIAMETER
OF THE MANHOLE IS 30" (750 mm) OR GREATER.
B. BRICK MANHOLES TO BE RAISED LESS THAN 3 1 /2" (90 mm) MAY BE RAISED
BY APPLYING CLASS "D" MORTAR TO THE TOP OF THE EXISTING BRICKWORK.
IF THE BRICK MANHOLE IS TO BE RAISED 3 1 /2" (90 mm) OR MORE, A
NEW COURSE OR COURSES OF BRICKWORK SHALL BE PLACED ON TOP OF THE
EXISTING BRICKWORK.
3. LOWERING EXISTING BRICK MANHOLES
A. WHERE A BRICK MANHOLE IS TO BE LOWERED LESS THAN 1' (300 mm),
THE FRAME MAY BE RESET ON THE EXISTING BRICKWORK AND THE 40"
(1 m) MINIMUM BRICKWORK RECONSTRUCTION OMITTED, PROVIDED THAT THE
BASE OF THE FRAME DOES NOT OVERHANG THE BRICKWORK ON THE INSIDE
SURFACE OF THE MANHOLE MORE THAN AN AVERAGE OF 1 1/2" (35 mm) IN ANY
QUADRANT NOR MORE THAN 2" (50 mm) AT ANY POINT.
4. RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES
A. PRECAST CONCRETE MANHOLES TO BE RAISED LESS THAN 3" (75 mm) MAY BE
RAISED BY APPL YING CLASS "D" MORTAR TO THE TOP OF THE EXISTING MANHOLE,
PROVIDED THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLY APPLIED,
DOES NOT EXCEED 3" (75 mm).
B. WHERE THE PRECAST CONCRETE MANHOLE IS TO BE RAISED 3" (75 mm)
OR MORE, OR WHERE THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLY
APPLIED, WOULD EXCEED 3" (75 mm), GRADE RINGS SHALL BE UTILIZED.
CLASS "D" MORTAR MAY BE USED FOR FINAL ADJUSTMENT, BUT NOT MORE THAN
3" (75 mm) IN HEIGHT. WHERE RAISING THE MANHOLE WOULD RESULT
IN THE UPPER SEGMENT OF THE SHAFT BEING MORE THAN 30" (750 mm)
IN HEIGHT, REMOVE THE REDUCER AND THE UPPER SEGMENT OF THE SHAFT,
INSTALL ADDITIONAL RINGS OR PIPE TO THE LOWER SEGMENT OF THE SHAFT,
AND REINSTALL THE REDUCER AND GRADE RINGS AS REQUIRED.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
SEWER MANHOLE ADJUSTMENT 205-2
SHEET 2 OF 3 393
5. LOWERING EXISTING PRECAST CONCRETE SEWER MANHOLES
A. REMOVE SUFFICIENT GRADE RINGS TO LOWER THE MANHOLES AS REQUIRED,
APPLY CLASS "D" MORTAR TO A HEIGHT NOT EXCEEDING 3" (75 mm)
FOR ADJUSTMENT TO FINAL GRADE.
B. WHERE REMOVAL OF GRADE RINGS WOULD RESULT IN THE UPPER SEGMENT OF
THE SHAFT BEING LESS THAN 12" (300 mm) IN HEIGHT, REMOVE THE REDUCER
AND SUFFICIENT SECTIONS OF THE LOWER SEGMENT OF THE SHAFT AND
REINSTALL ANY NECESSARY SEGMENT OF THE LOWER SHAFT, THE REDUCER, AND
THE GRADE RINGS TO CONFORM TO THE REQUIREMENTS OF THIS PLAN.
C. EXISTING GRADE RINGS NEED NOT BE REMOVED IF EXISTNG MORTAR IS REMOVED,
AND AT LEAST 1 1/2" (35 mm) OF MORTAR MAY BE PLACED ON TOP OF THE
EXISTING GRADE RINGS TO RESEAT THE FRAME.
6. REPLACEMENT OF BRICK REDUCER WITH PRECAST CONCRETE REDUCER AND SHAFT
UNLESS OTHERWISE INDICATED ON THE PLANS, THE CONTRACTOR MAY INSTALL
A PRECAST CONCENTRIC CONCRETE REDUCER, CONCRETE GRADE RINGS, AND
CONCRETE PIPE IN LIEU OF RECONSTRUCTING A BRICK REDUCER, PROVIDED:
A. THE MAXIMUM ID OF SEWER PIPE CONNNECTED TO THE MANHOLE DOES NOT
EXCEED 8" (200 mm).
B. THE CONTRACTOR SECURES PRIOR APPROVAL FROM THE ENGINEER TO INSTALL
THE CONCENTRIC REDUCER ONTO THE MANHOLE SHAFT. THE ENGINEER MAY,
AS PART OF THE INSTALLATION REQUIREMENTS, REQUIRE THE CONTRACTOR
TO COAT THE INSIDE OF THE REDUCER, RINGS, AND PIPE WITH AN APPROVED
COATING.
C. THE CONCRETE GRADE RINGS, THE CONCRETE REDUCER, AND ANY CONCRETE PIPE
SHALL BE JOINED TOGETHER AND BEDDED ONTO THE EXISTING BRICK MANHOLE
WITH CLASS "D" MORTAR. THE DEPTH, WIDTH, AND THICKNESS OF THE MORTAR
SHALL BE OF SUFFICIENT DIMENSIONS TO PROPERLY AND ADEQUATELY JOIN AND
BED THE COMPONENT PARTS.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
SEWER MANHOLE ADJUSTMENT 205-2
SHEET 3 OF 3 394
:'\ :::
•' ',6
.,.., ... .4
I
I
I
RAISING RINGS TO BE MADE OF
STEEL, ASTM DESIGNATION AT
MERCHANT QUALITY
WELD JOINTS AND GRIND
FLUSH. WELD PENETRA-
TION TO BE 1 /8" (3 mm).
~----J____ B
9/32" (7 mm) DIA ;'f/
HOLE COUNTER-,:,
24" 610 mm
12 305 mm
1 1 286 mm
RAWL LENGTH EQUALS 0+1 /~ljf:I\ 40 mm) MIN STANDARD MANHOLE FRAME PER SPPWC 210
STEEL RAISING RINGS
7/8"
22 m )
CAST IRON
RAISING RING
EXISTING
SURFACE:--~
5/8" (16 mm)
STAINLESS STEEL
SOCKETHEAD CONE-
POINTED SETSCREW,
5/8" (16 mm) IINC-
1 (25 mm)
SECTION B-B
SECTION A-A
CAST IRON RAISING RINGS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC,
GREENBOOK COMMITIEE
1984
REV. 1996, 2009
MANHOLE RAISING RINGS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
206-2
SHEET 1 OF 2 395
NOTES:
1. MACHINE SEATS FROM CAST IRON RINGS.
2. THE CAST IRON USED SHALL CONFORM TO SSPWC 206-3.
3. THE METAL RAISING RINGS MAY BE USED IN LIEU OF THE REGULAR
METHOD OF ADJUSTMENT UTILIZING MORTAR OR BRICK AND MORTAR
UNDER THE FOLLOWING CONDITIONS.
A. ONLY ONE ADJUSTMENT WITH RAISING RINGS WILL BE ALLOWED
ON ANY MANHOLE.
B. MAXIMUM "D" SHALL BE 3" (75 mm).
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
MANHOLE RAISING RINGS 206-2
SHEET 2 OF 2 396
1. CONCRETE CURBS & GUTTERS
1.1 Where Required
The requirements for installing curbs and gutters are shown on B-Series plates.
1.2 Design
Curbs and gutters shall be constructed per SPPWC Standard Plan 120, types A1-6 and A2-6. W = 18"
or to match adjacent gutter. Where a sidewalk crosses a driveway the thickness of the sidewalk must
be at least 6 inches.
1.3 PCC Class
Concrete class and construction shall be as specified in Plate A-7. Permeable concrete can be used
for gutters beside an A1-6 curb where a moisture barrier is used to prevent water from infiltrating into
the road base and subgrade under the pavement. The moisture barrier shall be single-ply, 30 mil thick
PVC, and be placed between the edge of pavement and the gutter. It must be a minimum of 5 feet in
depth extending vertically from the top of the permeable concrete gutter. Excess water that cannot
infiltrate must be drained into a storm drain system or a dry well system separated from the roadway.
1.4 Base Required
Where roadway subgrade has an R-value of 14, min 4" thickness of PMB shall be placed under curbs
and gutters. Where permeable concrete is used as the gutter place 1 foot of open graded aggregate
wrapped in geotextile filter fabric as the base layer.
2. CROSS GUTTERS
2.1 Where Required
Cross gutters shall be installed wherever surface drainage is to be carried across a road.
2.2 Where Prohibited
No surface drainage is to be carried across a road and no cross gutters are permitted across the
following road sections:
a) Primary or Secondary roads (Plates B-2 & B-3 [A]).
b) Collector roads (Plates B-3 [A], B-4 [A], B-5 [A] and B-7 [A]) except at locations where vehicular
traffic is required to stop or where through traffic movement is precluded such as at the single leg
of a T-intersection.
2.3 Design
Cross gutters shall be constructed per SPPWC Standard Plan 122 and 123.
2.4 PCC Class
Concrete class and construction shall be as specified in Plate A-7.
2.5 Base Required
Cross gutters and spandrels shall be constructed over 6 " thickness of PMB.
COUNTY OF VENTURA
PUBLIC WORKS AGENCY
ROAD STANDARDS
REVISION:PLATEUS UNITS
ADOPTED BY BOARD OF SUPERVISORS: 05-16-2017
APPROVED BY:REVISION
DATE:DESCRIPTION:
D F
J P
CURBS & GUTTERS
E-1
397
2. DRIVEWAYS
2.1 Residential
Residential driveways shall be constructed according to SPPWC Std. Plan 110, Type A with the
following limitations:
2.1.1 W 10 feet and W 27 feet.
2.1.2 The sum of W's for all driveways shall not exceed 40% of the property frontage, however at least
one W = 10' driveway is allowed on each lot.
2.1.3 No driveway shall be constructed in the curb return area at intersections or within 5' of the BCR or
ECR.
2.1.4 No driveway or driveway apron shall be constructed in the area occupied by a catch basin's local
depression.
2.1.5 The outer edge of the driveway warp shall be 2 feet clear of obstructions in the R/W such as fire
hydrants, utility poles, street light standards, signs and mailboxes.
2.1.6 No driveway is allowed unless there is space on the private property for parking an 18' long vehicle.
2.1.7 Where the road grade exceeds 5% and there is no sidewalk next to the curb, an L-shaped deflector
curb shall be installed on the downslope side of the driveway. The curb shall be SPPWC 120, Type
A1-6, 6" high above the roadway curb, extending 5' along the driveway and 2' along the roadway
curb.
2.1.8 PCC may be colored or textured or both. Texturing shall not reduce the required thickness and shall
not be either so smooth or so rough as to be hazardous to pedestrians.
2.1.9 Driveways shall be PCC class 520-C-2500, 6" thick. Where the existing road does not have PCC
curbs, driveways may be constructed of AC C1 or C2-PG 64-10, either 6" thick or 2" thick over 4" of
PMB. Sidewalks over driveway and driveway aprons must be 6' thick.
2.2.0 Where the existing road does not have PCC curbs, driveways shall be constructed at an elevation
compatible with future construction of curbs and gutters.
2.2.1 Minimum distance between outer edges of adjacent driveway slopes:
On same lot 22'
On adjacent lots 1'
COUNTY OF VENTURA
PUBLIC WORKS AGENCY
ROAD STANDARDS
REVISION:PLATEUS UNITS
ADOPTED BY BOARD OF SUPERVISORS: 05-16-2017
APPROVED BY:REVISION
DATE:DESCRIPTION:
D F
J P
RESIDENTIAL DRIVEWAYS
E-2
398
2. DRIVEWAYS (continued)
2.2. Commercial
Commercial driveways shall be constructed according to SPPWC Std. Plan 110, Type A with the
following limitations:
2.2.1 Minimum W = 10 feet.
The sum of all W's shall not exceed 60% of lot frontage.
Lot width Maximum W
< 100' 20'
100' to 150' 30'
> 150' 20% of lot frontage but 60'
2.2.2 Minimum distance between outer edges of adjacent driveway slopes:
On same lot 22'
On adjacent lots 1'
2.2.3 No driveway shall be constructed in the curb return area at intersections or within 5 feet of the BCR
or ECR.
2.2.4 No driveway is allowed where there is any obstacle that prevents any vehicle entering the driveway
from completely clearing the public right-of-way when parked on the lot.
2.2.5 Driveways shall be PCC class 520-C-2500, 9" thick over 4" of PMB (Rvalue=78). Where the existing
road does not have PCC curbs, driveways may be constructed of AC C1 or C2 PG-64-10,7 in.thick
or 3" thick over 8" of PMB.
2.2.6 The outer edge of the driveway warp shall be 5' clear of obstructions in the R/W such as fire
hydrants, utility poles street light standards, signs and mailboxes.
2.2.7 Where the road grade exceeds 5% and there is no sidewalk next to the curb, a L-shaped deflector
curb shall be installed on the downslope side of the driveway. The curb shall be SPPWC 120, Type
A1-6, 6" high above the roadway curb, extending 5 feet along the driveway and 2 feet along the
roadway curb.
2.2.8 Where the existing road does not have PCC curbs, when requested by the County, driveways shall
be constructed at an elevation compatible with future construction of curbs and gutters.
COUNTY OF VENTURA
PUBLIC WORKS AGENCY
ROAD STANDARDS
REVISION:PLATEUS UNITS
ADOPTED BY BOARD OF SUPERVISORS: 05-16-2017
APPROVED BY:REVISION
DATE:DESCRIPTION:
D F
J P
COMMERCIAL DRIVEWAYS
E-2a
399
3. SIDEWALKS
The requirements for installing sidewalks are shown on B-Series plates.
3.1 Design & Construction
3.1.1 Sidewalks shall be constructed per SPPWC Standard Plan 112.
3.1.2 Sidewalks shall be constructed of PCC, 4 inches thick. At driveways, sidewalks shall meet the
requirements of Plates E-2 and E-2a.
3.1.3 Where roadway subgrade has a R-value 14, 4 inches of PMB shall be placed under the sidewalks.
3.1.4 Concrete class and construction shall be as specified in Plate A-7.
3.2 Curb Ramps
Curb ramps, as required by the Americans With Disabilities Act and state law, shall be installed at all
intersections. Construction shall be per SPPWC Standard Plan 111-5,Case A. Sidewalks, sidewalk
flares at intersections and right-of-way widths may have to be increased to accommodate ramp design.
4. SURFACE ACCESS TO UNDERGROUND FACILITIES (MANHOLES, etc.):
All surface accesses to underground facilities located within a sidewalk, side path or a marked or
unmarked (Vehicle Code 275) crosswalk area of a roadway, shall meet the following requirements:
1 Covers shall support a load of 500 lbs. applied to a 1 in.diameter area at any location on the
cover. The deflection, when so loaded, shall not exceed 1% of the longest dimension of the
cover. There shall be no residual deflection after the load is removed. Plastic covers shall be
ultraviolet resistant. Covers located in roadways, driveways or other locations to which vehicles
have access, shall be designed for traffic loading.
2 No variation in the surface of the access closure shall exceed 1/8" from the surrounding
surface.
3 No opening in the access closure shall exceed 1/2 in.in width nor 2 1/2" in length. Circular
openings shall not exceed 3/4 in. in diameter.
4 Hold down fastenings shall be flush with the surface of the access closure.
5 The exposed surface of the access closure shall have a permanent slip resistant surface.
6 The resultant finished access closure, as installed, shall not result in a significant variation in
the sidewalk, side path or crosswalk surface that will cause a hazard to pedestrian use.
COUNTY OF VENTURA
PUBLIC WORKS AGENCY
ROAD STANDARDS
REVISION:PLATEUS UNITS
ADOPTED BY BOARD OF SUPERVISORS: 05-16-2017
APPROVED BY:REVISION
DATE:DESCRIPTION:
D F
J P
SIDEWALKS AND
SURFACE ACCESS CLOSURES
E-3
400
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix E:
Ventura County APCD Rule 55, Fugitive Dust
401
August 12, 2008 Page 1 of 5
Ventura County
Air Pollution
Control District
COMPLIANCE ASSISTANCE
ADVISORY
Ventura County APCD
Rule 55, Fugitive Dust
On June 8, 2008, the Ventura County Air Pollution Control Board adopted Rule 55,
Fugitive Dust. Rule 55 was adopted to comply with a state law that requires local air
districts with air quality levels exceeding the state’s particulate matter (PM) standards to
adopt control measures to reduce PM air pollution. Ventura County exceeds the state’s
air quality standards for PM. The adverse health impacts from PM air pollution include
asthma and other lung diseases, heart disease, and premature death. Ventura County
APCD staff estimates that Rule 55 will reduce PM air pollution by 6 tons per day. Rule
55 becomes effective on October 8, 2008.
Rule 55 applies to any disturbed surface area, or man-made condition capable of
generating fugitive dust, including bulk material handling, earth-moving, construction,
demolition, storage piles, unpaved roads, track-out, or off-field agricultural operations.
In summary, the key provisions of Rule 55 are as follows:
1) Visible dust from an applicable source is prohibited or limited;
2) Measures must be taken to reduce or prevent track-out onto paved public
roadways from an applicable source;
3) Track-out must be removed from roadways;
4) Visible dust exceeding 100 feet in length from earth-moving activities is
prohibited;
5) Bulk material handling facilities with a monthly import or export of 2,150 cubic
yards or more of bulk material must take measures to reduce or prevent track-out
onto a paved public road, and;
6) Outbound trucks with bulk materials or soil must either be tarpped, have a 6 inch
freeboard below the rim of the truck bed or be wetted or treated to minimize the
loss of material to wind or spillage.
A more detailed summary of Rule 55 is attached. Copies of Rule 55 may be obtained at
www.vcapcd.org under Rule Development (Current Rules and Regulations).
For additional information on Rule 55, contact air pollution engineer Stan Cowen at
805/645-1408.
402
August 12, 2008 Page 2 of 5
Ventura County APCD Rule 55, Fugitive Dust
Summary of Rule Requirements1
Effective October 8, 2008
General Requirements – All Fugitive Dust Sources
Visible Dust Beyond the Property Line: No one shall cause or allow fugitive dust from any
applicable source beyond the midpoint (width) of a public street or road adjacent to the property
line of the emission source or beyond 50 feet from the property line if there is not an adjacent
public street or road.
Opacity: No one shall cause or allow fugitive dust from any applicable source that equals or
exceeds 20 percent opacity for 3 minutes or more in any one hour.
Track-Out:
No person shall allow track-out to extend 25 feet or more in length unless one of the following
control measures is used:
ü Track-Out Area Improvement: Pave or apply chemical stabilization to maintain a stabilized
surface starting from the point of intersection with the public paved surface, and extend for a
distance of at least 100 feet with a width to accommodate traffic ingress and egress from the
site.
ü Track-Out Prevention: Check and clean the undercarriage and wheels on all vehicles before
leaving unpaved surface or install a track-out control device(s) that prevents track-out of soil
onto paved public roads.
ü Track-Out Removal: Remove track-out from pavement as soon as possible but no later than
one hour after it has been deposited on the road. If a street sweeper is used to remove any
track-out, only “PM10-efficient” street sweepers certified to meet South Coast AQMD Rule
1186 requirements shall be used. The make, model information and certification
documentation of any sweeper used shall be made available to APCD personnel upon
request.
All track-out shall be removed at the conclusion of each workday or evening shift. The use of
blowers for removal of track-out is prohibited.
Specific Activity Requirements
Earth-Moving: No person shall engage in earth-moving activities in a manner that creates
visible dust emissions over 100 feet in length.
Bulk Material Handling Facilities Track-Out Prevention: No person shall conduct an
operation with a monthly import or export of 2,150 cubic yards or more of bulk material without
1 This is a summary of the Rule requirements. Refer to Rule 55, Fugitive Dust, for specific requirements.
403
August 12, 2008 Page 3 of 5
utilizing at least one of the following measures at each vehicle egress from the site to a public
paved road:
ü Install a pad consisting of washed gravel (one inch minimum size) maintained in a clean
condition to a depth of at least six inches and extending at least 30 feet wide and at least 50
feet long.
ü Pave the surface at least 100 feet long and at least 20 feet wide.
ü Utilize a wheel shaker/wheel spreading device, also known as a rumble grate, consisting of
raised dividers (rails, pipe, or grates) at least 24 feet long and sufficient width to allow all
wheels of vehicle traffic to travel over grate to remove bulk material from tires and vehicle
undercarriages before vehicles exit the site.
ü Install and utilize a wheel washing system to remove bulk material from tires and vehicle
undercarriages before vehicles exit the site.
ü Any other control measure or device that prevents track-out onto public paved roads.
Truck Hauling: No person, including the facility or site operator, shall load or allow the loading
of bulk materials or soil onto outbound trucks unless at least one of the following dust prevention
measures is used:
ü Use properly secured tarps or covering that covers the entire surface area of the load or use a
container-type enclosure.
ü Maintain a minimum of 6 inches of freeboard below the rim of the truck bed where the load
touches the sides of the cargo area and insure that the peak of the load does not extend above
any part of the upper edge of the cargo area.
ü Water or treat the bulk material to minimize the loss of material to wind or spillage.
ü Any other effective dust prevention control measures.
Exemptions
Rule 55 does not apply to the following (this is a partial list - refer to Rule 55, Section D):
ü On-field agricultural operations.
ü Weed abatement operations provided that: (1) Mowing, cutting or other process is used
which maintains weed stubble at least three inches above the soil, or (2) Any disking or
similar operation where effective dust control measures are used.
ü Unpaved service roads, with a daily traffic volume of 20 vehicle trips or fewer, used by
public agencies for inspection of infrastructure.
404
August 12, 2008 Page 4 of 5
ü Motion picture, television, or video production activities when dust emissions are required
for visual effects. The APCD must receive notification in writing at least 72 hours in
advance of any such activity and no nuisance results from such activity.
ü Any paved road unless it has track-out or any publicly-owned unpaved road.
ü The disturbance (i.e., disking, ripping, or scraping) of spreading ground lands in preparation
for percolative groundwater recharge.
Frequently Traveled Private Unpaved Roads: The Visible Dust and Opacity requirements do
not apply to dust from frequently traveled (more than 20 vehicles per day passing in either
direction) unpaved roads if the road is covered with a low silt content material such as recycled
road base or gravel to a minimum of four inches or implements all of the following control
measures:
ü Control Speed: Control speed to 15 miles per hour (mph) or less on unpaved roads through
worker notification, signage, and any other necessary means.
ü Restrict Access: Restrict access to private unpaved roads used by the public either through
signage or physical access restrictions.
ü Road Treatments: Treat unpaved and uncovered frequently traveled roads with water, mulch,
or a non-toxic chemical dust suppressant that complies with all applicable air and water
quality government standards. If treated, roads shall be treated in a manner that will avoid
the sticking of mud to tires that will be carried onto paved public roads.
Lightly Traveled Unpaved Private Road Conditional Exemption: The Visible Dust and
Opacity requirements do not apply to dust from lightly traveled unpaved roads if the operator
implements both of the following control measures:
ü Control Speed: Control speed to 15 mph or less on unpaved roads through worker
notification, signage, and any other necessary means.
ü Restrict Access: Restrict access to private unpaved roads currently used by the public either
through signage or physical access restrictions.
Storage Pile Conditional Exemption: The Visible Dust and Opacity requirements do not apply
to dust from storage piles if the operator has implemented at least one of the following control
measures:
ü Wind Sheltering: Enclose material in a three or four sided barrier equal to the height of the
material.
ü Watering: Apply water at a sufficient quantity and frequency to prevent dust.
ü Chemical Stabilization: Apply a non-toxic dust suppressant at a sufficiently to prevent wind
driven dust.
405
August 12, 2008 Page 5 of 5
ü Covering: Install and anchor tarps, plastic, or other material to prevent wind driven dust.
High Wind Exemption: The Visible Dust, Opacity and Earth-Moving requirements do not
apply to dust when on-site wind speed exceeds 25 mph for at least 5 minutes in any one hour
provided:
ü Applicable control measures outlined in Table 1 (of the Rule) have been implemented, and
ü Daily records of specific dust control measures have been maintained.
Track-out Exemption: The Track-Out requirements do not apply to on-road vehicles (trucks
and passenger vehicles) associated with agricultural operations that have caused track-out due to
excessively muddy conditions resulting from rainfall.
Recordkeeping Requirements
Consult Rule 55 for specific recordkeeping requirements
406
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix F:
City of Moorpark Encroachment Permit
Application and Standard Conditions
Caltrans Encroachment Permit No.
07-18-N-MC-2457
Caltrans Encroachment Rider No.
07-20-N-RD-3216
County of Ventura Public Works Agency
Watershed Protection District Encroachment
Permit No. 2021016
407
408
Permit #0718-NMC-2457 Hazardous Waste Special Provisions
Address the following hazardous waste review comments prior to start of construction.
ACM and LBP Survey Report
1. Section 3.3 Visual inspection, last sentence of the first paragraph states "noted that"
twice.
2. Section 3.6 Deviations from the Proposed Scope of Work. State that the decontamination of
the reusable sampling equipment was performed with wet wipes and not the three rinse
method.
3. Section 5.0 LBP Background – State that the LBP survey was performed on the yellow traffic
stripe. Sections 5.0 and 6.0 discuss LBP but no mention is made of where the suspect
LBP is located until Section 7.0.
4. Section 6.5.2 Soluble Lead, states the sample "reportedly" contained Cal WET soluble lead.
Please clarify the use of "reportedly".
Focused Aerially Deposited Lead Investigation Report
1. Page iv, Executive Summary, paragraph one. Item 2 states “None of the samples reported
lead or metals above EPA or DTSC residential use screening levels, except for
…” The statement needs to be revised to state that a constituent was detected above the
screening level, followed by a statement that other metals were not detected above the
screening levels. Make this change throughout the document (appears on Page 7.3).
2. Page 1.1, Section 1.2 Purpose and Objectives, paragraph two. State that the results will be
used for preparing a Lead Compliance Plan in compliance with the 8 CCR
§1532.1.
3. Page 3.2 Deviations from the Proposed Scope of Work, state the proposed depth of the
borings meeting refusal and identify if these borings are located on the eastbound or
westbound side of the roadway.
4. Page 4.2, Section 4.2.3 Sample Collection and Preservation
a. Paragraph two, provide a description of the soil characteristics and the evidence of
staining and odors.
b. Paragraph four, sentence two, states, "The sample jars will filled to …" Please correct
sentence.
Lead Compliance Plan (LCP)
The LCP is accepted, subject to the condition that the contractor provide written
acknowledgement to that they will meet the conditions and provide the necessary
documentation specified below, prior to start of work.
1. Page 1.1, Section 1.0 Introduction, paragraph three, state that the LCP has been prepared
in accordance with Caltrans requirements.
2. Section 3.3 Personnel Roles and Responsibilities – Provide the names and contact
information of the key personnel and their role and responsibilities, including the Site Safety
Officer and CIH.
3. Section 4.0 Personal Protective Equipment
409
a. State that PPE includes outer protective clothing or coveralls
b. Provide the PPE upgrade for change in conditions
4. Section 5.1 Safe Work Practices
a. Paragraph two states dust removal with vacuuming, downdraft booth, or other
cleaning method. State that the vacuuming will be performed with a vacuum with
HEPA filter, the downdraft booth will require use of a respirator and fit testing, and
other cleaning methods will be methods that do not result in dust becoming airborne
with no brushing, shaking, or patting.
b. Paragraphs three and four state that the practices described are not required. State
that dust removal may use these practices and that dry sweeping, shoveling, and
brushing will not be used.
5. Provide a description of the equipment that will be used for each task that will be performed
and the hazards associated with the task and equipment.
6. Section 6.0 Decontamination Procedures – State that decontamination of equipment is
required and will be performed.
7. Section 7.0 Air Monitoring – State that the concentration of lead in soil being below 600
mg/kg is objective data that can be used for the initial determination and does not require
personal air monitoring.
8. Section 9.0 Training Requirements – State that Lead Awareness training is required for all
employees that will be working with disturbance or excavation of soil pursuant to 8 CCR
§1532.1. Delete paragraph one.
9. Provide the Lead Awareness training form with wet signatures of employees.
10. State that all employees will be informed of the conditions for acceptance of this LCP for
ADL during the Lead Awareness training and daily safety briefings.
11. The contractor is required to prepare an LCP for traffic stripe removal.
410
411
412
413
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION
ENCROACHMENT PERMIT FEE CALCULATION SHEET
TR-0406 (NEW 06/2015)
THIS PAGE IS FOR CALTRANS USE ONLY
DEFERRED BILLING (Utility)EXEMPT PROJECT CODE (ID):
PERMIT NO:
07-18-N-MC-2457
WORK ORDER/REFERENCE NUMBER:
FEES
REVIEW.................................................................................................... hours @ $ 82.00 / hour =560 $45,920
INSPECTION............................................................................................. hours @ $ 82.00 / hour =100 $8,200
FIELD WORK........................................................................................... hours @ $ 82.00 / hour =$
EQUIPMENT AND MATERIALS.................................................................................................................................................$
CALCULATED BY:VB DATE:12/10/2020 AMOUNT: $54,120
1.
REVIEW.................................................................................................... hours @ $ 82.00 / hour =$
INSPECTION............................................................................................. hours @ $ 82.00 / hour =$
FIELD WORK........................................................................................... hours @ $ 82.00 / hour =$
EQUIPMENT AND MATERIALS.................................................................................................................................................$
CALCULATED BY:DATE: AMOUNT: $
2.
REVIEW.................................................................................................... hours @ $ 82.00 / hour =$
INSPECTION............................................................................................. hours @ $ 82.00 / hour =$
FIELD WORK........................................................................................... hours @ $ 82.00 / hour =$
EQUIPMENT AND MATERIALS.................................................................................................................................................$
CALCULATED BY:DATE: AMOUNT: $
3.
REVIEW.................................................................................................... hours @ $ 82.00 / hour =$
INSPECTION............................................................................................. hours @ $ 82.00 / hour =$
FIELD WORK........................................................................................... hours @ $ 82.00 / hour =$
EQUIPMENT AND MATERIALS.................................................................................................................................................$
CALCULATED BY:DATE: AMOUNT: $
4.
DEPOSITS
CREDIT CARD
CASH
CHECK NUMBER:NAME ON CARD/CHECK:
PHONE NUMBER:
CASHIER'S INITIALS:DATE: AMOUNT: $
1.
CREDIT CARD
CASH
CHECK NUMBER:NAME ON CARD/CHECK:
PHONE NUMBER:
CASHIER'S INITIALS:DATE: AMOUNT: $
2.
CREDIT CARD
CASH
CHECK NUMBER:NAME ON CARD/CHECK:
PHONE NUMBER:
CASHIER'S INITIALS:DATE: AMOUNT: $
3.
CREDIT CARD
CASH
CHECK NUMBER:NAME ON CARD/CHECK:
PHONE NUMBER:
CASHIER'S INITIALS:DATE: AMOUNT: $
4.
TOTAL DEPOSITS: $
CASH DEPOSIT IN LIEU OF BOND DATE:AMOUNT:$
PERFORMANCE BOND DATE:AMOUNT:$
PAYMENT BOND DATE:AMOUNT:$
IS LIABILITY INSURANCE REQUIRED?AMOUNT:YES NO $
ADA Notice For individuals with sensory disabilities, this document is available in alternate formats. For alternate format information, contact the Forms Managem
Unit at (916) 445-1233, TTY 711, or write to Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.414
415
416
8/11/2021
417
STANDARD CONDITIONS
1. Permittee shall maintain Ventura County Watershed Protection District’s (District’s) right-of-way free from any and all debris
resulting from the exercise of this permit.
2. Activities and uses authorized under this permit are subject to any instructions of the Engineer-Manager or his representative. All
instructions must be strictly observed.
3. Any work performed under this permit prior to notification of District as to start of work will be subject to whatever action, including
restoration to condition existing before work was begun, that the Watershed Protection District deems necessary to inspect,
correct and/or approve said work.
4. Any damage cause to District structures by reason of exercise of this permit shall be repaired at the cost of Permittee to the
satisfaction of this District.
5. This permit is valid only to the extent of District jurisdiction. Permits required by other interested agencies and consent of other
interested agencies and consent of underlying fee owner of District easement lands shall be the responsibility of the Permittee.
Nothing contained in this permit shall be construed as a relinquishment of any rights now held by the District.
6. Permittee shall indemnify, defend and hold District, its officers, agents and employees harmless from any and all claims, costs,
expenses, liabilities, defense and legal costs and judgments for damages arising out of, or in any way connected with, the
exercise of this permit by Permittee or its contractor, agents, employees and invitees.
7. Unless otherwise specified herein, this permit is subject to all prior unexpired permits, agreements, or easements, privileges or
other rights, whether recorded or unrecorded, in the area specified in this permit. Permittee shall make his own arrangements
with holders of such prior rights.
8. Any structures or portions thereof placed upon District rights-of-way, or which affect District structures, must be removed, revised,
and/or relocated by Permittee without cost to the District, should future activities of the District so require, unless otherwise
specified by the District.
9. If the property subject to this permit changes ownership, the Permittee must advise the new owner to contact the District
concerning the need for a transfer of the permit.
10. If conditions change or new facts are discerned concerning the effects of the activities and uses authorized under this permit, or
for other good cause, the District may modify the permit in order to protect life and property.
11. The Permittee shall provide the District with a record drawing depicting the accurate location of the subsurface encroachment
authorized by the permit within 30 days after installation. Furnishing the record drawing shall not relieve the Permittee of the
obligation to maintain permanent location records and accurately locate the subsurface encroachment to facilitate District work.
The Permittee shall be liable for all costs incurred by the District as a result of inaccurate location data provided by the Permittee.
12. Permittee shall cause any bond, if required by the permit, to remain in effect to guarantee all the work to be performed and all the
materials to be furnished under this permit against defects in materials or workmanship for a period of one (1) year from the date
of final acceptance of the completed work by the District. Permittee shall, within reasonable time after receipt of written notice
thereof, make good (at his own expense or at his surety’s expense) and without cost to District, any defects in materials or
workmanship which may develop during said one-year period and damage to other work caused by such defects or repairing of
same.
13. A pre-construction meeting and final inspection are required with the Watershed Protection District Permit Engineer for all
construction projects. Call for meeting and inspection schedules at least 48 hours prior to meetings.
14. Permittee shall comply with the requirements of the Ventura Countywide Stormwater Quality Management Program
(VCSQMP), as well as other state and federal requirements of the Clean Water Act.
SPECIAL PROVISION
Attention is directed to Standard Condition No. 5 regarding the permittee’s responsibility for obtaining other required permits. As
one example, neither the issuance of a watercourse permit nor an encroachment permit precludes the need for the Permittee to
comply with the provisions of Section 1603 of the Fish and Game Code of the State of California. In connection therewith, the
Department of Fish and Wildlife may determine the project to be subject to the requirements of the California Environmental
Quality Act (CEQA), notwithstanding that issuance of Watercourse or Encroachment permits by the Ventura County Watershed
Protection District is a ministerial act and exempt from the provisions of the CEQA, as provided in Section 4.3.2(a) of the County
of Ventura Administrative Supplement to the State CEQA Guidelines (which has been adopted for the Ventura County Watershed
Protection District).
418
EP2021-016
Category D
SPECIAL CONDITIONS
1. This permit is for the sole purpose of allowing the reconstruction within District right-
of-way of the driveway from Princeton Avenue to the District access road leading to
the Arroyo Simi. The project is located approximately 1300 feet southwest of Highway
118 in Moorpark, California. Work shall be completed in accordance with the plans
and specifications attached and identified as Exhibit “A” (aerial map, 1 sheet;
“Princeton Avenue,” prepared by Stantec for City of Moorpark, dated 7/14/2021,
sheets 14, 15, & 17, 3 sheets; 4 sheets in total), the Standard Specifications for Public
Works Construction (SSPWC), latest edition, the Standard Plans for Public Works
Construction (SPPWC), latest edition, and the Standard and Special Conditions and
Provisions of this permit.
2. Permits required by other agencies and consent of property owners are the
responsibility of the Permittee.
3. The Permittee is responsible for the design and construction of the work authorized
under this permit.
4. The Permittee as well as Permittee’s contractor and any subcontractors shall comply
with all federal, state, county, and local mandates and directives regarding
restrictions related to the coronavirus pandemic. Failure to comply will be grounds for
a Warning of Non-Compliance or a Stop Work notice.
5. The Permittee and/or Permittee’s contractor(s) shall provide the District with a
schedule of work for the project prior to or at the Pre-Construction Meeting
highlighting the work in the areas of the District’s jurisdiction as defined above. The
District shall be kept updated in writing regarding any changes to the schedule.
6. The Permittee is responsible for providing to the District a construction schedule for
work within or adjacent to District right-of-way with sufficient time for the District to
review and prepare the inspection estimate. The inspection estimate must be paid by
the Permittee before the preconstruction meeting.
7. Permittee shall schedule a pre-construction meeting by calling the Permit Inspection
Coordinator at 805-650-4060 or sending an email to sonnette.aquino@ventura.org
at least 5 working days prior to the anticipated pre-construction meeting. In addition,
upon completion of work the Permittee must arrange for a post-construction meeting.
The permit cannot be closed and unexpended funds cannot be returned until a post-
construction meeting has been held and all outstanding issues resolved.
8. Permittee shall notify the District in writing of any changes that may impact the
conditions or uses authorized under this permit.
9. Permittee is responsible for ongoing coordination with the District representative for
issues and conditions related to this permit. Activities and uses authorized under this
419
EP2021-016
Category D
permit are subject to any instructions from the District representative. All instructions
must be strictly observed.
10. The contractor shall comply with all directives concerning work site maintenance
given in SSPWC 3-12 (2018 edition). In addition, the contractor shall comply with all
directives concerning public convenience and safety given in SSPWC 5-7 (2018
edition).
11. This encroachment permit has the following requirements for insurance, which must
be provided by the Permittee and Permittee’s contractor prior to the preconstruction
meeting:
a. General Liability insurance
i. Ventura County Watershed Protection District must be certificate holder
ii. Ventura County Watershed Protection District must be named as
additional insured on separate endorsement page; endorsement must
have policy number and must be signed
iii. $1 million minimum liability coverage per occurrence and $1 million
minimum aggregate
b. Automobile insurance
i. $1 million minimum per accident
c. Worker’s Compensation insurance (when required)
i. Must be accompanied by a waiver of subrogation with Ventura County
Watershed Protection District listed
12. Insurance documents shall be kept current for the duration of this permit. In the event
that the Permittee’s or contractor’s insurance certificates expire prior to the expiration
date of the permit, it shall be the Permittee’s responsibility to ensure the new
certificates are sent to the District prior to the insurance policy expiration date and
that the policy remains in full force and effect. Failure to provide the District with
current insurance certificates is cause for a Stop Work Notice to be issued by the
District on the project.
13. No modification, upgrading, repair, reconstruction, or removal of facilities covered by
this permit is authorized without prior written approval by this District and may require
issuance of a separate permit as determined by the District.
14. Permittee shall take appropriate measures to mitigate potential damage to the
existing Ventura County Watershed Protection District facilities. Any damage caused
to the District’s facilities during the exercise of this permit shall be repaired at the
Permittee’s expense, to the satisfaction of this District. Permittee shall immediately
restore to original conditions or better all District facilities that are damaged or
disturbed.
15. The Permittee is required to provide all applicable submittals to the District for review
and approval prior to commencement of construction activities. The District shall be
420
EP2021-016
Category D
given 20 days to review submittals. Each submittal must have the signature and
indication of acceptance of the engineer of record prior to being submitted to the
District. Testing shall be in conformance with the SSPWC, SPPWC, and District
standards. No work shall commence prior to District approval of applicable
submittals.
16. The Permittee shall comply with all of the Waste Discharge Requirements for Storm
Water (Wet Weather) and Non-Storm Water (Dry Weather) Discharges, Los Angeles
Regional Water Quality Control Board Permit Order No. R4-2010-0108, NPDES
Permit No. CAS004002, as amended through the current date. Attention is directed
to Part 4.F - Development Construction Program. The Permittee shall determine and
implement the BMPs and related actions for the appropriate Construction Site size
defined therein and, where applicable, shall determine and perform Enhanced
Construction BMP implementation for sites defined in Part 4.F.3. Based on
information submitted by the Permittee, this permit is issued based on (check not
more than two applicable boxes):
No Construction involved
Construction site less than 1 acre
Construction site 1 acre or greater but less than 5 acres
Construction site 5 acres or greater
Enhanced Construction BMP Implementation required
17. The Permittee shall comply with the following guidelines concerning equipment and
vehicles:
a. Any equipment or vehicles driven or operated within or adjacent to the channel
shall be checked and maintained daily to prevent damage to the aquatic
environment.
b. All fueling and equipment maintenance shall be performed in a designated area
outside the bed and banks of the channel such that no petroleum products or other
pollutants from the equipment may enter the channel via rainfall or runoff.
c. All designated maintenance areas shall include a drain pan or drop cloth and
absorbent materials to clean up spills.
d. Equipment or vehicles shall be removed at the end of each workday from the
channel area.
e. Stationary equipment such as motors, pumps, generators, and welders located
within or adjacent to the channel shall be positioned over drip pans.
f. Staging and storage areas for equipment and materials shall be located outside
of the bed and banks of the channel.
421
EP2021-016
Category D
18. No dumping of material into the channel or District facilities is allowed. Violation
could result in issuance of a Warning of Non-Compliance or a Stop Work Notice,
revocation of the permit and possible fines.
19. No stockpiling of excavated material will be allowed within the bed and banks of the
channel or District’s rights-of-way. All excavated material shall be properly disposed
of off-site in accordance with local, state and federal regulations.
20. No discharge of construction water to the channel will be allowed. Permittee shall
employ approved techniques that ensure all construction water is collected and
properly disposed of in accordance with local, state, and federal regulations.
21. Permittee shall employ approved wash water collection techniques that ensure no
wash water enters the storm drain system and the District’s facilities.
22. The cleanup of all spills shall begin immediately. The District shall be immediately
notified by the Permittee of any spills, and shall be consulted regarding cleanup
procedures.
23. The Permittee shall employ good housekeeping practices by complying with all litter
and pollution laws. All contractors, subcontractors and employees shall also obey
these laws and it shall be the responsibility of the Permittee to ensure compliance.
24. 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 disposed of at an
approved disposal site in accordance with Local, State and Federal regulations. Any
of these materials placed within or where they may enter the channel by the
Permittee shall be removed immediately.
25. No debris, soil, silt, sand, bark, trash, cement or concrete or washings thereof, oil
or petroleum products, bituminous materials or other organic or earthen material
from any construction or associated activity of whatever nature shall be allowed to
enter into or be placed where it can be washed by rainfall or runoff waters into waters
under the regulatory jurisdiction of the District.
26. This project shall not be considered complete in the field until all District permit
conditions have been complied with to the satisfaction of the District, as determined
by the District at its sole discretion.
27. Permittee shall provide record drawings to the District following completion of
construction in the form of a scanned digital image .TIF or .PDF file with a standard
resolution of 300 DPI on CD or DVD. The record drawings shall include a statement
in the following format signed and sealed by a Civil Engineer.
RECORD DRAWING
DATE PROJECT COMPLETED _______________________
422
EP2021-016
Category D
REVISIONS SUBMITTED BY _________________________
DRAWINGS REVISED BY ___________________________
I HEREBY CERTIFY BASED ON MY FIELD OBSERVATION
THAT THE WORK SHOWN HEREON HAS BEEN CONSTRUCTED
IN SUBSTANTIAL CONFORMANCE TO THESE PLANS.
APPROVED BY ___________________________________
DATE ______________ (SIGN AND SEAL)
423
LOCATION OF PROJECT
EXHIBIT A
2021-016
424
EXHIBIT A
2021-016
425
426
427
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix G:
Quality Assurance Program
428
CALIFORNIA STATE TRANSPORTATION AGENCY Gavin Newsom, Governor
DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING TESTING SERVICES AND GEOTECHNICAL SERVICES
INDEPENDENT ASSURANCE AND REFERENCE SAMPLE PROGRAM BRANCH
TRANSPORTATION LABORATORY-MS 5 Flex your power!
5900 FOLSOM BLVD.Be energy efficient!
SACRAMENTO, CA 95819-4612
Status:
DATE:4/2/2020
Name of Agency:City of Moorpark
Address:799 Moorpark Ave., Moorpark, California 93021
Telephone Number:(805) 517-6200 Fax:(805) 532-2555\
Name and Title of Sean Corrigan, RCE #39479, Exp. 12/31/2021
person In Charge:City Engineer/Public Work Director
The document will be reviewed for compliance to California Department of Transportation, Quality Assurance (QAP) Manual
for Use by Local Agencies (Jan. 20, 2011 revision) and Federal Highway Administration, 23 CFR 637.
A. Document Reviewed
ITEM NO.
1
2
3
B. Conditions of acceptance
ITEM NO.
1
2
2.1
2.2 Material testing and sampling frequency table: see LAPM Exh. 16-R (also attached to this QAP)
2.3 Test Method (when use): CTM - only Caltrans certified laboratory & tester will perform Acceptance Testing (AT), a secondary
Independent Assurance Program (IAP) is not required.
2.4 Test Method (when use): AASHTO/ASTM - qualified laboratory & tester to perform Acceptance Testing (AT) and a separate
laboratory and tester with similar or higher qualification to perform Independent Assurance
Program (IAP) must be hired through local agency and conform to Section 5 of QAP Manual,
Rev. Jan 20, 2011
2.5 Project on NHS/SHS will conform to testing program per item B.2.3 and AASHTO where CTM is not available.
2.6 Agency will use certified private materials laboratory. Check https://sia.dot.ca.gov/ for most update certifications.
3
4
by Oversight Engineer and/or FHWA.
C. Reviewed by
Caltrans, METS/ORMT - 916.247.1911
CERTIFIED Independent Assurance Engineer DATE.
CONDITIONS OF COMPLIANCE accepted as part of this QAP:
This QAP is applicable to all projects on NHS, SHS, and non-NHS
4/2/2020
Provide a signed hard copy to District 7 area engineer and/or DLAE for archive.
Seree Yenjai, PE. - seree.yenjai@dot.ca.gov
This document(letter) shall be a part of QAP, to be attached to project construction document to be reviewed
COMPLIANCE
Document was reviewed and found to be in COMPLIANCE to our requirements
DESCRIPTION
DESCRIPTION
City of Moorpark Quality Assurance Program (QAP) dated 03.05.2020
Local Assistance area engineer -Morris Zarbi, 213.897.2969
Quality Assurance Program REVIEW/ACCEPTANCE LETTER
Caltrans Local Assistance District: District 7
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix H:
Wage Rates
450
"General Decision Number: CA20210017 09/03/2021
Superseded General Decision Number: CA20200017
State: California
Construction Type: Residential
Counties: Imperial, Los Angeles, Orange, Riverside, San
Bernardino, San Luis Obispo, Santa Barbara and Ventura Counties
in California.
RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single family
homes and apartments up to and including 4 stories)
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.95 for calendar year 2021 applies to all contracts
subject to the Davis‐Bacon Act for which the contract is
awarded (and any solicitation was issued) on or after January
1, 2015. If this contract is covered by the EO, the contractor
must pay all workers in any classification listed on this wage
determination at least $10.95 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2021. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above‐mentioned types of contracts entered into by the
federal government that are subject to the Davis‐Bacon Act
itself, but it does not apply to contracts subject only to the
Davis‐Bacon Related Acts, including those set forth at 29 CFR
5.1(a)(2)‐(60). Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/01/2021
1 01/08/2021
2 01/15/2021
3 01/22/2021
4 02/05/2021
5 02/12/2021
6 03/05/2021
451
7 03/19/2021
8 04/23/2021
9 07/23/2021
10 08/06/2021
11 08/20/2021
12 09/03/2021
ASBE0005‐002 07/05/2021
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems).....$ 47.25 24.45
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls)...........................$ 28.92 18.73
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ASBE0005‐004 07/01/2019
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 20.63 12.17
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
* BRCA0004‐001 05/01/2020
Rates Fringes
Bricklayer; Marble Setter
Los Angeles County..........$ 41.53 19.48
Orange County...............$ 41.39 18.95
Riverside & San Bernardino
Counties....................$ 41.48 18.63
Ventura County..............$ 41.39 18.81
452
*The wage scale for prevailing wage projects performed in
Blythe, China lake, Death Valley, Fort Irwin, Twenty‐Nine
Palms, Needles and 1‐15 corridor (Barstow to the Nevada
State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
BRCA0004‐004 11/01/2019
IMPERIAL
Rates Fringes
BRICKLAYER; MARBLE SETTER........$ 49.50 18.15
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
* BRCA0004‐009 05/01/2020
SAN LUIS OBISPO AND SANTA BARBARA COUNTIES
Rates Fringes
BRICKLAYER; MARBLE SETTER........$ 41.83 17.51
*The wage scale for prevailing wage projects performed in
Blythe, China lake, Death Valley, Fort Irwin, Twenty‐Nine
Palms, Needles and 1‐15 corridor (Barstow to the Nevada
State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
BRCA0018‐001 06/01/2019
Rates Fringes
MARBLE FINISHER..................$ 33.43 14.11
TILE FINISHER....................$ 28.23 12.65
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
BRCA0018‐002 06/01/2019
SAN LUIS OBISPO AND SANTA BARBARA
Rates Fringes
TILE LAYER.......................$ 40.07 18.36
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
BRCA0018‐003 06/01/2019
IMPERIAL, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO &
VENTURA
453
Rates Fringes
TILE LAYER.......................$ 40.07 18.36
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
BRCA0018‐010 09/01/2020
Rates Fringes
TERRAZZO FINISHER................$ 33.66 14.20
TERRAZZO WORKER/SETTER...........$ 41.60 14.73
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
CARP0409‐003 07/01/2019
Rates Fringes
Drywall
(1) Work on Wood‐Framed
Single Family Homes, and
Wood‐Framed Apartment
Buildings up to and
including 4 Stories
Drywall Installer/Lather...$ 29.97 13.53
Stocker/Scrapper...........$ 18.02 8.37
(2) All other Work
Drywall Installer/Lather...$ 50.35 13.53
Stocker/Scrapper...........$ 18.02 8.37
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
CARP0409‐004 07/01/2019
Work on wood frame single family homes and apartments up to and
including 4 stories:
Rates Fringes
CARPENTER
Cabinet installer...........$ 39.21 13.53
Fence builder...............$ 37.66 13.37
Framer & finish carpenter...$ 39.50 13.53
Insulation installer........$ 24.02 13.21
Roof loader of shingles.....$ 29.16 13.53
Shingler....................$ 38.65 13.53
Subterranean garage
concrete construction and
carpenters performing on
grade slab concrete
construction................$ 38.13 13.53
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
CARP0409‐009 01/01/2019
454
Rates Fringes
Modular Furniture Installer......$ 19.85 6.66
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0011‐003 12/28/2020
LOS ANGELES
Rates Fringes
ELECTRICIAN (does not include
fire alarm, hold‐up alarm,
burglar alarm and
surveillance systems)............$ 30.00 3%+6.80
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0011‐006 12/28/2020
COMMUNICATIONS AND SYSTEMS WORK
LOS ANGELES COUNTY
Rates Fringes
Communications System
Installer...................$ 41.52 3%+14.33
Technician..................$ 33.30 3%+27.82
SCOPE OF WORK: Installation, testing, service and maintenance
of systems utilizing the transmission and/or transference
of voice, sound, vision and digital for commercial,
educational, security and entertainment purposes for the
following: TV monitoring and surveillance, background ‐
foreground music, intercom and telephone interconnect,
microwave transmission, multi‐media, multiplex, nurse call
systems, radio page, burglar alarms and fire alarms.
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and
testings of conductors determined by their function;
excluding all other data systems or multiple systems which
include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0413‐002 09/01/2020
SANTA BARBARA COUNTY
455
Rates Fringes
Electricians.....................$ 34.00 3%+3.50
WORK AT VANDENBERG AFB: $3.75 additional per hour.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0413‐004 12/28/2020
COMMUNICATIONS AND SYSTEMS WORK
SANTA BARBARA COUNTY
Rates Fringes
Communications System
Installer...................$ 39.07 3%+14.21
SCOPE OF WORK: Installation, testing, service and maintenance
of systems utilizing the transmission and/or transference
of voice, sound, vision and digital for commercial,
educational, security and entertainment purposes for the
following: TV monitoring and surveillance, background ‐
foreground music, intercom and telephone interconnect,
microwave transmission, multi‐media, multiplex, nurse call
systems, radio page, burglar alarms and fire alarm (see
last paragraph below).
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and
testings of conductors determined by their function;
excluding all other data systems or multiple systems which
include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems.
Fire alarm work shall be performed at the current inside
electrician total cost package.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0440‐002 12/28/2020
RIVERSIDE
Rates Fringes
ELECTRICIAN......................$ 46.75 3%+23.67
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0440‐005 12/28/2020
456
COMMUNICATIONS AND SYSTEMS WORK
RIVERSIDE AND SAN BERNARDINO COUNTIES
Rates Fringes
Communications System
Installer...................$ 37.60 3%+15.84
Technician..................$ 33.09 15.89
SCOPE OF WORK: Installation, testing, service and maintenance
of systems utilizing the transmission and/or transference
of voice, sound, vision and digital for commercial,
educational, security and entertainment purposes for the
following: TV monitoring and surveillance, background ‐
foreground music, intercom and telephone interconnect,
microwave transmission, multi‐media, multiplex, nurse call
systems, radio page, burglar alarms and fire alarms.
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and
testings of conductors determined by their function;
excluding all other data systems or multiple systems which
include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0441‐002 03/01/2021
ORANGE
Rates Fringes
ELECTRICIAN......................$ 29.77 9.74
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0477‐003 12/28/2020
SAN BERNARDINO
Rates Fringes
ELECTRICIAN......................$ 30.00 3%+7.80
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
* ELEC0569‐003 08/30/2021
IMPERIAL
457
Rates Fringes
ELECTRICIAN
1 to 3 Stories..............$ 37.28 7.98
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0639‐002 03/01/2017
SAN LUIS OBISPO
Rates Fringes
ELECTRICIAN......................$ 23.50 7.72
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0639‐003 12/01/2019
COMMUNICATIONS AND SYSTEMS WORK
SAN LUIS OBISPO COUNTY
Rates Fringes
Communications System
Installer...................$ 36.72 14.76
Technician..................$ 30.89 11.66
SCOPE OF WORK: Installation, testing, service and maintenance
of systems utilizing the transmission and/or transference
of voice, sound, vision and digital for commercial,
educational, security and entertainment purposes for the
following: TV monitoring and surveillance, background ‐
foreground music, intercom and telephone interconnect,
microwave transmission, multi‐media, multiplex, nurse call
systems, radio page, burglar alarms and fire alarm (see
last paragraph below).
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and
testings of conductors determined by their function;
excluding all other data systems or multiple systems which
include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems.
Fire alarm work shall be performed at the current inside
electrician total cost package.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0952‐002 07/26/2021
458
VENTURA
Rates Fringes
CABLE SPLICER
All work within 32 road
miles or less from the
nearest base point..........$ 47.85 28.59
ELECTRICIAN
All work within 32 road
miles or less from the
nearest base point..........$ 43.50 28.46
ALL WORK MORE THAN 32 ROAD MILES FROM NEAREST BASE POINT:
Add $5.00 to the basic hourly rate. BASE POINTS: the main
Post Office in the cities of Camarillo, Oak View, Oxnard,
Santa Paula and Ventura.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEC0952‐004 12/28/2020
COMMUNICATIONS AND SYSTEMS WORK
VENTURA COUNTY ONLY
Rates Fringes
Communications System
Installer...................$ 39.82 14.78
Technician..................$ 30.10 12.78
SCOPE OF WORK: Installation, testing, service and maintenance
of systems utilizing the transmission and/or transference
of voice, sound, vision and digital for commercial,
educational, security and entertainment purposes for the
following: TV monitoring and surveillance, background ‐
foreground music, intercom and telephone interconnect,
microwave transmission, multi‐media, multiplex, nurse call
systems, radio page, burglar alarms and fire alarm (see
last paragraph below).
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and
testings of conductors determined by their function;
excluding all other data systems or multiple systems which
include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems.
459
Fire alarm work shall be performed at the current inside
electrician total cost package.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEV0008‐004 01/01/2021
SAN LUIS OBISPO
Rates Fringes
ELEVATOR MECHANIC................$ 72.10 35.825+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly
rate as vacation pay credit for employees with more than 5
years of service, and 6% for 6 months to 5 years of service.
b. PAID HOLIDAYS: New Years Day, Memorial Day, Independence
Day, Labor Day, Veterans Day, Thanksgiving Day, Friday
after Thanksgiving, and Christmas Day.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ELEV0018‐004 01/01/2021
IMPERIAL, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SANTA
BARBARA AND VENTURA
Rates Fringes
ELEVATOR MECHANIC................$ 59.32 35.825+a+b
FOOTNOTE:
PAID VACATION: Employer contributes 8% of regular hourly
rate as vacation pay credit for employees with more than 5
years of service, and 6% for 6 months to 5 years of service.
PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day,
Labor Day, Veterans Day, Thanksgiving Day, Friday after
Thanksgiving, and Christmas Day.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ENGI0012‐001 07/01/2018
Rates Fringes
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1....................$ 46.65 25.25
GROUP 2....................$ 47.43 25.25
GROUP 3....................$ 47.72 25.25
460
GROUP 4....................$ 47.86 25.25
GROUP 5....................$ 48.08 25.25
GROUP 6....................$ 48.19 25.25
GROUP 7....................$ 48.31 25.25
GROUP 8....................$ 48.48 25.25
GROUP 9....................$ 48.65 25.25
GROUP 10....................$ 49.65 25.25
GROUP 11....................$ 50.65 25.25
GROUP 12....................$ 51.65 25.25
GROUP 13....................$ 52.65 25.25
OPERATOR: Power Equipment
GROUP 1....................$ 45.30 25.25
GROUP 2....................$ 46.08 25.25
GROUP 3....................$ 46.37 25.25
GROUP 4....................$ 47.86 25.25
GROUP 5....................$ 48.96 25.25
GROUP 6....................$ 48.08 25.25
GROUP 7....................$ 49.18 25.25
GROUP 8....................$ 48.19 25.25
GROUP 9....................$ 49.29 25.25
GROUP 10....................$ 48.31 25.25
GROUP 11....................$ 49.41 25.25
GROUP 12....................$ 49.48 25.25
GROUP 13....................$ 48.58 25.25
GROUP 14....................$ 48.61 25.25
GROUP 15....................$ 48.69 25.25
GROUP 16....................$ 48.81 25.25
GROUP 17....................$ 48.98 25.25
GROUP 18....................$ 49.08 25.25
GROUP 19....................$ 49.19 25.25
GROUP 20....................$ 49.31 25.25
GROUP 21....................$ 49.48 25.25
GROUP 22....................$ 49.58 25.25
GROUP 23....................$ 49.69 25.25
GROUP 24....................$ 49.81 25.25
GROUP 25....................$ 49.98 25.25
PREMIUM PAY:
$3.75 per hour shall be paid on all Power Equipment Operator
work on the followjng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base,
Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics
Base Yermo, Edwards AFB, 29 Palms Marine Base
Workers required to suit up and work in a hazardous material
environment: $2.00 per hour additional. Combination mixer
and compressor operator on gunite work shall be classified
as a concrete mobile mixer operator.
CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS
461
GROUP 1: Engineer oiler; Fork lift operator (includes loed,
lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A‐frame or winch truck operator; Ross carrier
operator (jobsite)
GROUP 4: Bridge‐type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin‐Western
or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist
operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar
types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar
type); Shovel, backhoe, dragline, clamshell operator (over
3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator
GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline,
clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to
and including 25 ton capacity); Shovel, backhoe, dragline,
clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including
50 tons mrc); Derrick barge operator (over 25 tons up to
and including 50 tons mrc); Highline cableway operator;
Hoist operator, stiff legs, Guy derrick or similar type
(over 25 tons up to and including 50 tons mrc); K‐crane
operator; Polar crane operator; Self erecting tower crane
operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50
tons up to and including 100 tons mrc); Hoist operator,
stiff legs, Guy derrick or similar type (over 50 tons up to
and including 100 tons mrc), Mobile tower crane operator
(over 50 tons, up to and including 100 tons M.R.C.); Tower
crane operator and tower gantry
462
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100
tons up to and including 200 tons mrc); Hoist operator,
stiff legs, Guy derrick or similar type (over 100 tons up
to and including 200 tons mrc); Mobile tower crane operator
(over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including
300 tons mrc); Derrick barge operator (over 200 tons up to
and including 300 tons mrc); Hoist operator, stiff legs,
Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over
200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge
operator (over 300 tons); Helicopter pilot; Hoist operator,
stiff legs, Guy derrick or similar type (over 300 tons);
Mobile tower crane operator (over 300 tons)
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch
Witch, with seat or similar type equipment; Elevator
operator‐inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant
operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt‐rubber plant operator (nurse tank operator);
Concrete mixer operator‐skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar
types over 5 tons; Hydrostatic pump operator; oiler crusher
(asphalt or concrete plant); Petromat laydown machine; PJU
side dum jack; Screening and conveyor machine oeprator (or
similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating
plant operator; Trenching machine oiler
GROUP 3: Asphalt‐rubber blend operator; Bobcat or similar
type (side steer); Equipment greaser (rack); Ford Ferguson
(with dragtype attachments); Helicopter radioman (ground);
Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini‐max or
similar type); Boring machine operator; Boxman or mixerman
(asphalt or concrete); Chip spreading machine operator;
Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine
operator, small auger types (Texoma super economatic or
similar types ‐ Hughes 100 or 200 or similar types ‐
463
drilling depth of 30' maximum); Equipment greaser (grease
truck); Guard rail post driver operator; Highline cableway
signalman; Hydra‐hammer‐aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power‐driven jumbo
form setter operator; Power sweeper operator; Rock Wheel
Saw/Trencher; Roller operator (compacting); Screed operator
(asphalt or concrete); Trenching machine operator (up to 6
ft.); Vacuum or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).
GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete
joint machine operator (canal and similar type); Concrete
planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types
‐ Watson 1000 auger or similar types ‐ Texoma 330, 500 or
600 auger or similar types ‐ drilling depth of 45'
maximum); Drilling machine operator (including water
wells); Hydrographic seeder machine operator (straw, pulp
or seed), Jackson track maintainer, or similar type;
Kalamazoo Switch tamper, or similar type; Machine tool
operator; Maginnis internal full slab vibrator, Mechanical
berm, curb or gutter(concrete or asphalt); Mechanical
finisher operator (concrete, Clary‐Johnson‐Bidwell or
similar); Micro tunnel system (below ground); Pavement
breaker operator (truck mounted); Road oil mixing machine
operator; Roller operator (asphalt or finish), rubber‐tired
earth moving equipment (single engine, up to and including
25 yds. struck); Self‐propelled tar pipelining machine
operator; Skiploader operator (crawler and wheel type, over
3/4 yd. and up to and including 1‐1/2 yds.); Slip form pump
operator (power driven hydraulic lifting device for
concrete forms); Tractor operator‐bulldozer, tamper‐scraper
(single engine, up to 100 h.p. flywheel and similar types,
up to and including D‐5 and similar types); Tugger hoist
operator (1 drum); Ultra high pressure waterjet cutting
tool system operator; Vacuum blasting machine operator
GROUP 7: Welder ‐ General
GROUP 8: Asphalt or concrete spreading operator (tamping or
finishing); Asphalt paving machine operator (Barber Greene
or similar type); Asphalt‐rubber distribution operator;
Backhoe operator (up to and including 3/4 yd.), small ford,
Case or similar; Cast‐in‐place pipe laying machine
operator; Combination mixer and compressor operator (gunite
work); Compactor operator (self‐propelled); Concrete mixer
464
operator (paving); Crushing plant operator; Drill Doctor;
Drilling machine operator, Bucket or auger types (Calweld
150 bucket or similar types ‐ Watson 1500, 2000 2500 auger
or similar types ‐ Texoma 700, 800 auger or similar types ‐
drilling depth of 60' maximum); Elevating grader operator;
Grade checker; Gradall operator; Grouting machine operator;
Heavy‐duty repairman; Heavy equipment robotics operator;
Kalamazoo balliste regulator or similar type; Kolman belt
loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and
similar types); Mobark Chipper or similar; Ozzie padder or
similar types; P.C. slot saw; Pneumatic concrete placing
machine operator (Hackley‐Presswell or similar type);
Pumpcrete gun operator; Rock Drill or similar types; Rotary
drill operator (excluding caisson type); Rubber‐tired
earth‐moving equipment operator (single engine,
caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds. up to and including 50 cu.
yds. struck); Rubber‐tired earth‐moving equipment operator
(multiple engine up to and including 25 yds. struck);
Rubber‐tired scraper operator (self‐loading paddle wheel
type‐John Deere, 1040 and similar single unit); Self‐
propelled curb and gutter machine operator; Shuttle buggy;
Skiploader operator (crawler and wheel type over 1‐1/2 yds.
up to and including 6‐1/2 yds.); Soil remediation plant
operator; Surface heaters and planer operator; Tractor
compressor drill combination operator; Tractor operator
(any type larger than D‐5 ‐ 100 flywheel h.p. and over, or
similar‐bulldozer, tamper, scraper and push tractor single
engine); Tractor operator (boom attachments), Traveling
pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner
attachment (over 6 ft depth capacity): Ultra high pressure
waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types
(Calweld 200 B bucket or similar types‐Watson 3000 or 5000
auger or similar types‐Texoma 900 auger or similar
types‐drilling depth of 105' maximum); Dual drum mixer,
dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol‐blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type‐except Quad 9
cat.); Rubber‐tired earth‐moving equipment operator (single
engine, over 50 yds. struck); Pneumatic pipe ramming tool
and similar types; Prestressed wrapping machine operator;
465
Rubber‐tired earth‐moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving
equipment operator (multiple engine, Euclid, caterpillar
and similar over 25 yds. and up to 50 yds. struck), Tower
crane repairman; Tractor loader operator (crawler and wheel
type over 6‐1/2 yds.); Woods mixer operator (and similar
Pugmill equipment)
GROUP 11: Heavy Duty Repairman ‐ Welder Combination, Welder ‐
Certified.
GROUP 12: Auto grader operator; Automatic slip form operator;
Drilling machine operator, bucket or auger types (Calweld,
auger 200 CA or similar types ‐ Watson, auger 6000 or
similar types ‐ Hughes Super Duty, auger 200 or similar
types ‐ drilling depth of 175' maximum); Hoe ram or similar
with compressor; Mass excavator operator less tha 750 cu.
yards; Mechanical finishing machine operator; Mobile form
traveler operator; Motor patrol operator (multi‐engine);
Pipe mobile machine operator; Rubber‐tired earth‐ moving
equipment operator (multiple engine, Euclid, Caterpillar
and similar type, over 50 cu. yds. struck); Rubber‐tired
self‐ loading scraper operator (paddle‐wheel‐auger type
self‐loading ‐ two (2) or more units)
GROUP 13: Rubber‐tired earth‐moving equipment operator
operating equipment with push‐pull system (single engine,
up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator;
Remote‐ control earth‐moving equipment operator (operating
a second piece of equipment: $1.00 per hour additional);
Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber‐tired earth‐moving equipment operator,
operating equipment with push‐pull system (single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds. and up to and including 50
yds. struck); Rubber‐tired earth‐moving equipment operator,
operating equipment with push‐pull system (multiple
engine‐up to and including 25 yds. struck)
GROUP 16: Rubber‐tired earth‐moving equipment operator,
operating equipment with push‐pull system (single engine,
over 50 yds. struck); Rubber‐tired earth‐moving equipment
operator, operating equipment with push‐pull system
(multiple engine, Euclid, Caterpillar and similar, over 25
yds. and up to 50 yds. struck)
GROUP 17: Rubber‐tired earth‐moving equipment operator,
466
operating equipment with push‐pull system (multiple engine,
Euclid, Caterpillar and similar, over 50 cu. yds. struck);
Tandem tractor operator (operating crawler type tractors in
tandem ‐ Quad 9 and similar type)
GROUP 18: Rubber‐tired earth‐moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units ‐
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types);
Rubber‐tired earth‐moving equipment operator, operating in
tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units ‐ single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds.and up to and including 50
cu. yds. struck); Rubber‐tired earth‐moving equipment
operator, operating in tandem (scrapers, belly dumps and
similar types in any combination, excluding compaction
units ‐ multiple engine, up to and including 25 yds. struck)
GROUP 20: Rubber‐tired earth‐moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units ‐
single engine, over 50 yds. struck); Rubber‐tired
earth‐moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units ‐ multiple engine,
Euclid, Caterpillar and similar, over 25 yds. and up to 50
yds. struck)
GROUP 21: Rubber‐tired earth‐moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units ‐
multiple engine, Euclid, Caterpillar and similar type, over
50 cu. yds. struck)
GROUP 22: Rubber‐tired earth‐moving equipment operator,
operating equipment with the tandem push‐pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber‐tired earth‐moving equipment operator,
operating equipment with the tandem push‐pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and
up to and including 50 yds. struck); Rubber‐tired
earth‐moving equipment operator, operating with the tandem
push‐pull system (multiple engine, up to and including 25
yds. struck)
467
GROUP 24: Rubber‐tired earth‐moving equipment operator,
operating equipment with the tandem push‐pull system
(single engine, over 50 yds. struck); Rubber‐tired
earth‐moving equipment operator, operating equipment with
the tandem push‐pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds.
struck)
GROUP 25: Concrete pump operator‐truck mounted; Rubber‐tired
earth‐moving equipment operator, operating equipment with
the tandem push‐pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
IRON0433‐006 07/01/2020
Rates Fringes
IRONWORKER
Fence Erector...............$ 34.58 24.81
Ornamental, Reinforcing
and Structural..............$ 41.00 33.45
PREMIUM PAY:
$6.00 additional per hour at the following locations:
China Lake Naval Test Station, Chocolate Mountains Naval
Reserve‐Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training
Center‐Goldstone, San Clemente Island, San Nicholas Island,
Susanville Federal Prison, 29 Palms ‐ Marine Corps, U.S. Marine
Base ‐ Barstow, U.S. Naval Air Facility ‐ Sealey, Vandenberg AFB
$4.00 additional per hour at the following locations:
Army Defense Language Institute ‐ Monterey, Fallon Air Base,
Naval Post Graduate School ‐ Monterey, Yermo Marine Corps
Logistics Center
$2.00 additional per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station ‐ Two Rock
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0220‐003 07/01/2019
Residential, 4 Stories
468
SAN LUIS OBISPO AND SANTA BARBARA COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 35.24 20.09
GROUP 2.....................$ 35.79 20.09
GROUP 3.....................$ 36.34 20.09
GROUP 4.....................$ 37.89 20.09
GROUP 5.....................$ 38.24 20.09
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike‐off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt‐rubber material
loader; Laborer, general or construction; Laborer, general
clean‐up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete and patching; post hole
digger (manual);Railroad maintenance, repair track person
and road beds;Streetcar and railroad construction track
laborers; Rigging andsignaling; Scaler; Slip form raiser;
Slurry seal crew (mixer operator, applicator operator,
squeegee person, shuttle person, top person), filling of
cracks by any method on any surface; Tar and mortar; Tool
crib or tool house laborer; Traffic control by any method;
Window cleaner; Wire mesh pulling ‐ all concrete pouring
operations
GROUP 2: Asbestos abatement; Asphalt shoveler; Cement dumper
(on 1 yd. or larger mixer and handling bulk cement);
Cesspool digger and installer; Chucktender; Chute handler,
pouring concrete, the handling of the chute from readymix
trucks, such as walls, slabs, decks, floors, foundation,
footings, curb, gutters and sidewalks; Concrete curer,
impervious membrane and form oiler; Cutting torch operator
(demolition); Fine grader, highways and street paving,
airport, runways and similar type heavy construction; Gas,
oil and/or water pipeline wrapper ‐ pot tender and form
person; Guinea chaser; Headerboard person ‐ asphalt
installation of all asphalt overlay fabric and materials
used for reinforcing asphalt; Laborer, packing rod steel
and pans; Membrane vapor barrier installer; Power broom
sweeper (small); Riprap stonepaver, placing stone or wet
469
sacked concrete; Roto scraper and tiller; Sandblaster (pot
tender); Septic tank digger and installer (lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2‐1/2 ft. drill steel or
longer; Dri‐pak‐it machine; Gas, oil and/or water pipeline
wrapper, 6‐in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi‐plate; Kettle person,
pot person and workers applying asphalt, lay‐kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come‐alongs, and
similar mechanical tools not separately classified herein;
operation of remote controlled robotic tools in connection
with Laborer's work; Pipelayer's backup person, coating,
grouting, making of joints, sealing, caulking, diapering
and including rubber gasket joints, pointing and any and
all other services; Power post hole digger; Rock slinger;
Rotary scarifier or multiple head concrete chipping
scarifier; Steel headerboard and guideline setter; Tamper,
Barko, Wacker and similar type; Trenching machine,
hand‐propelled
GROUP 4: Any worker exposed to raw sewage; Asphalt raker,
lute person, ironer, asphalt dump person and asphalt
spreader boxes (all types); Concrete core cutter (walls,
floors or ceilings), grinder or sander; Concrete saw
person, cutting walls or flat work, scoring old or new
concrete; Cribber, shorer, lagging, sheeting and trench
bracing, hand‐guided lagging hammer; Head rock slinger;
Laborer, asphalt‐rubber distributor boot person; Laser beam
in connection with laborers' work; Over‐size concrete
vibrator operator, 70 lbs. and over; Pipelayer performing
all services in the laying and installation of pipe from
the point of receiving pipe in theditch until completion of
operation, including any and all forms of tubular material,
whether pipe, metallic or non‐metallic,conduit and any
other stationary type of tubular device used for the
conveying of any substance or element, whether water,
sewage, solid gas, air, or other product whatsoever and
without regard to the nature of material from which the
tubular material is fabricated; No‐joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting,Porta Shot‐Blast; Traffic
470
lane closure, Certified.
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
types of mechanical drills without regard to the form of
motive power; Toxic waste removal; Boring system electronic
tracking locator
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0220‐006 07/01/2021
SAN LUIS OBISPO AND SANTA BARBARA COUNTIES
Rates Fringes
Brick Tender.....................$ 35.82 20.45
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0300‐002 07/01/2021
LOS ANGELES COUNTY
Rates Fringes
Brick Tender.....................$ 35.82 20.45
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0300‐004 07/01/2019
Residential, 4 Stories
LOS ANGELES COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 35.24 20.09
GROUP 2.....................$ 35.79 20.09
GROUP 3.....................$ 36.34 20.09
GROUP 4.....................$ 37.89 20.09
GROUP 5.....................$ 38.24 20.09
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike‐off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
471
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt‐rubber material
loader; Laborer, general or construction; Laborer, general
clean‐up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete and patching; post hole
digger (manual);Railroad maintenance, repair track person
and road beds;Streetcar and railroad construction track
laborers; Rigging andsignaling; Scaler; Slip form raiser;
Slurry seal crew (mixer operator, applicator operator,
squeegee person, shuttle person, top person), filling of
cracks by any method on any surface; Tar and mortar; Tool
crib or tool house laborer; Traffic control by any method;
Window cleaner; Wire mesh pulling ‐ all concrete pouring
operations
GROUP 2: Asbestos abatement; Asphalt shoveler; Cement dumper
(on 1 yd. or larger mixer and handling bulk cement);
Cesspool digger and installer; Chucktender; Chute handler,
pouring concrete, the handling of the chute from readymix
trucks, such as walls, slabs, decks, floors, foundation,
footings, curb, gutters and sidewalks; Concrete curer,
impervious membrane and form oiler; Cutting torch operator
(demolition); Fine grader, highways and street paving,
airport, runways and similar type heavy construction; Gas,
oil and/or water pipeline wrapper ‐ pot tender and form
person; Guinea chaser; Headerboard person ‐ asphalt
installation of all asphalt overlay fabric and materials
used for reinforcing asphalt; Laborer, packing rod steel
and pans; Membrane vapor barrier installer; Power broom
sweeper (small); Riprap stonepaver, placing stone or wet
sacked concrete; Roto scraper and tiller; Sandblaster (pot
tender); Septic tank digger and installer (lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2‐1/2 ft. drill steel or
longer; Dri‐pak‐it machine; Gas, oil and/or water pipeline
wrapper, 6‐in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi‐plate; Kettle person,
pot person and workers applying asphalt, lay‐kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come‐alongs, and
472
similar mechanical tools not separately classified herein;
operation of remote controlled robotic tools in connection
with Laborer's work; Pipelayer's backup person, coating,
grouting, making of joints, sealing, caulking, diapering
and including rubber gasket joints, pointing and any and
all other services; Power post hole digger; Rock slinger;
Rotary scarifier or multiple head concrete chipping
scarifier; Steel headerboard and guideline setter; Tamper,
Barko, Wacker and similar type; Trenching machine,
hand‐propelled
GROUP 4: Any worker exposed to raw sewage; Asphalt raker,
lute person, ironer, asphalt dump person and asphalt
spreader boxes (all types); Concrete core cutter (walls,
floors or ceilings), grinder or sander; Concrete saw
person, cutting walls or flat work, scoring old or new
concrete; Cribber, shorer, lagging, sheeting and trench
bracing, hand‐guided lagging hammer; Head rock slinger;
Laborer, asphalt‐rubber distributor boot person; Laser beam
in connection with laborers' work; Over‐size concrete
vibrator operator, 70 lbs. and over; Pipelayer performing
all services in the laying and installation of pipe from
the point of receiving pipe in theditch until completion of
operation, including any and all forms of tubular material,
whether pipe, metallic or non‐metallic,conduit and any
other stationary type of tubular device used for the
conveying of any substance or element, whether water,
sewage, solid gas, air, or other product whatsoever and
without regard to the nature of material from which the
tubular material is fabricated; No‐joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting,Porta Shot‐Blast; Traffic
lane closure, Certified.
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
types of mechanical drills without regard to the form of
motive power; Toxic waste removal; Boring system electronic
tracking locator
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0300‐006 03/01/2021
Rates Fringes
Asbestos Removal Laborer.........$ 37.49 21.88
473
SCOPE OF WORK: Includes site mobilization, initial site
cleanup, site preparation, removal of asbestos containing
material and toxic waste (including lead abatement and any
other toxic material), encapsulation, enclosure and
disposal of asbestos containing materials and toxic
waste(including lead abatement and any other toxic
materials) by hand or with equipment or machinery;
scaffolding, fabrication of temporary wooden barriers and
assembly of decontamination stations.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0300‐007 07/01/2020
Residential, 3 Stories and under
Rates Fringes
Laborers
(1) Cleanup, Fencing
(Chain Link or Wood),
Landscaping.................$ 34.91 17.79
(2) All Other Work..........$ 35.91 17.79
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0585‐002 07/01/2019
Residential, 4 Stories
VENTURA COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 35.24 20.09
GROUP 2.....................$ 35.79 20.09
GROUP 3.....................$ 36.34 20.09
GROUP 4.....................$ 37.89 20.09
GROUP 5.....................$ 38.24 20.09
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike‐off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt‐rubber material
loader; Laborer, general or construction; Laborer, general
clean‐up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
474
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete and patching; post hole
digger (manual);Railroad maintenance, repair track person
and road beds;Streetcar and railroad construction track
laborers; Rigging andsignaling; Scaler; Slip form raiser;
Slurry seal crew (mixer operator, applicator operator,
squeegee person, shuttle person, top person), filling of
cracks by any method on any surface; Tar and mortar; Tool
crib or tool house laborer; Traffic control by any method;
Window cleaner; Wire mesh pulling ‐ all concrete pouring
operations
GROUP 2: Asbestos abatement; Asphalt shoveler; Cement dumper
(on 1 yd. or larger mixer and handling bulk cement);
Cesspool digger and installer; Chucktender; Chute handler,
pouring concrete, the handling of the chute from readymix
trucks, such as walls, slabs, decks, floors, foundation,
footings, curb, gutters and sidewalks; Concrete curer,
impervious membrane and form oiler; Cutting torch operator
(demolition); Fine grader, highways and street paving,
airport, runways and similar type heavy construction; Gas,
oil and/or water pipeline wrapper ‐ pot tender and form
person; Guinea chaser; Headerboard person ‐ asphalt
installation of all asphalt overlay fabric and materials
used for reinforcing asphalt; Laborer, packing rod steel
and pans; Membrane vapor barrier installer; Power broom
sweeper (small); Riprap stonepaver, placing stone or wet
sacked concrete; Roto scraper and tiller; Sandblaster (pot
tender); Septic tank digger and installer (lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2‐1/2 ft. drill steel or
longer; Dri‐pak‐it machine; Gas, oil and/or water pipeline
wrapper, 6‐in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi‐plate; Kettle person,
pot person and workers applying asphalt, lay‐kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come‐alongs, and
similar mechanical tools not separately classified herein;
operation of remote controlled robotic tools in connection
with Laborer's work; Pipelayer's backup person, coating,
grouting, making of joints, sealing, caulking, diapering
and including rubber gasket joints, pointing and any and
475
all other services; Power post hole digger; Rock slinger;
Rotary scarifier or multiple head concrete chipping
scarifier; Steel headerboard and guideline setter; Tamper,
Barko, Wacker and similar type; Trenching machine,
hand‐propelled
GROUP 4: Any worker exposed to raw sewage; Asphalt raker,
lute person, ironer, asphalt dump person and asphalt
spreader boxes (all types); Concrete core cutter (walls,
floors or ceilings), grinder or sander; Concrete saw
person, cutting walls or flat work, scoring old or new
concrete; Cribber, shorer, lagging, sheeting and trench
bracing, hand‐guided lagging hammer; Head rock slinger;
Laborer, asphalt‐rubber distributor boot person; Laser beam
in connection with laborers' work; Over‐size concrete
vibrator operator, 70 lbs. and over; Pipelayer performing
all services in the laying and installation of pipe from
the point of receiving pipe in theditch until completion of
operation, including any and all forms of tubular material,
whether pipe, metallic or non‐metallic,conduit and any
other stationary type of tubular device used for the
conveying of any substance or element, whether water,
sewage, solid gas, air, or other product whatsoever and
without regard to the nature of material from which the
tubular material is fabricated; No‐joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting,Porta Shot‐Blast; Traffic
lane closure, Certified.
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
types of mechanical drills without regard to the form of
motive power; Toxic waste removal; Boring system electronic
tracking locator
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0585‐004 07/01/2021
VENTURA COUNTY
Rates Fringes
Brick Tender.....................$ 35.82 20.45
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0652‐002 07/01/2019
Residential, 4 Stories
476
ORANGE COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 35.24 20.09
GROUP 2.....................$ 35.79 20.09
GROUP 3.....................$ 36.34 20.09
GROUP 4.....................$ 37.89 20.09
GROUP 5.....................$ 38.24 20.09
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike‐off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt‐rubber material
loader; Laborer, general or construction; Laborer, general
clean‐up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete and patching; post hole
digger (manual);Railroad maintenance, repair track person
and road beds;Streetcar and railroad construction track
laborers; Rigging andsignaling; Scaler; Slip form raiser;
Slurry seal crew (mixer operator, applicator operator,
squeegee person, shuttle person, top person), filling of
cracks by any method on any surface; Tar and mortar; Tool
crib or tool house laborer; Traffic control by any method;
Window cleaner; Wire mesh pulling ‐ all concrete pouring
operations
GROUP 2: Asbestos abatement; Asphalt shoveler; Cement dumper
(on 1 yd. or larger mixer and handling bulk cement);
Cesspool digger and installer; Chucktender; Chute handler,
pouring concrete, the handling of the chute from readymix
trucks, such as walls, slabs, decks, floors, foundation,
footings, curb, gutters and sidewalks; Concrete curer,
impervious membrane and form oiler; Cutting torch operator
(demolition); Fine grader, highways and street paving,
airport, runways and similar type heavy construction; Gas,
oil and/or water pipeline wrapper ‐ pot tender and form
person; Guinea chaser; Headerboard person ‐ asphalt
installation of all asphalt overlay fabric and materials
used for reinforcing asphalt; Laborer, packing rod steel
and pans; Membrane vapor barrier installer; Power broom
477
sweeper (small); Riprap stonepaver, placing stone or wet
sacked concrete; Roto scraper and tiller; Sandblaster (pot
tender); Septic tank digger and installer (lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2‐1/2 ft. drill steel or
longer; Dri‐pak‐it machine; Gas, oil and/or water pipeline
wrapper, 6‐in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi‐plate; Kettle person,
pot person and workers applying asphalt, lay‐kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come‐alongs, and
similar mechanical tools not separately classified herein;
operation of remote controlled robotic tools in connection
with Laborer's work; Pipelayer's backup person, coating,
grouting, making of joints, sealing, caulking, diapering
and including rubber gasket joints, pointing and any and
all other services; Power post hole digger; Rock slinger;
Rotary scarifier or multiple head concrete chipping
scarifier; Steel headerboard and guideline setter; Tamper,
Barko, Wacker and similar type; Trenching machine,
hand‐propelled
GROUP 4: Any worker exposed to raw sewage; Asphalt raker,
lute person, ironer, asphalt dump person and asphalt
spreader boxes (all types); Concrete core cutter (walls,
floors or ceilings), grinder or sander; Concrete saw
person, cutting walls or flat work, scoring old or new
concrete; Cribber, shorer, lagging, sheeting and trench
bracing, hand‐guided lagging hammer; Head rock slinger;
Laborer, asphalt‐rubber distributor boot person; Laser beam
in connection with laborers' work; Over‐size concrete
vibrator operator, 70 lbs. and over; Pipelayer performing
all services in the laying and installation of pipe from
the point of receiving pipe in theditch until completion of
operation, including any and all forms of tubular material,
whether pipe, metallic or non‐metallic,conduit and any
other stationary type of tubular device used for the
conveying of any substance or element, whether water,
sewage, solid gas, air, or other product whatsoever and
without regard to the nature of material from which the
tubular material is fabricated; No‐joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
478
(nozzle person), water blasting,Porta Shot‐Blast; Traffic
lane closure, Certified.
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
types of mechanical drills without regard to the form of
motive power; Toxic waste removal; Boring system electronic
tracking locator
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0652‐004 07/01/2021
ORANGE COUNTY
Rates Fringes
Brick Tender.....................$ 35.82 20.45
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0783‐003 07/01/2019
Residential, 4 Stories
SAN BERNARDINO COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 35.24 20.09
GROUP 2.....................$ 35.79 20.09
GROUP 3.....................$ 36.34 20.09
GROUP 4.....................$ 37.89 20.09
GROUP 5.....................$ 38.24 20.09
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike‐off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt‐rubber material
loader; Laborer, general or construction; Laborer, general
clean‐up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete and patching; post hole
479
digger (manual);Railroad maintenance, repair track person
and road beds;Streetcar and railroad construction track
laborers; Rigging andsignaling; Scaler; Slip form raiser;
Slurry seal crew (mixer operator, applicator operator,
squeegee person, shuttle person, top person), filling of
cracks by any method on any surface; Tar and mortar; Tool
crib or tool house laborer; Traffic control by any method;
Window cleaner; Wire mesh pulling ‐ all concrete pouring
operations
GROUP 2: Asbestos abatement; Asphalt shoveler; Cement dumper
(on 1 yd. or larger mixer and handling bulk cement);
Cesspool digger and installer; Chucktender; Chute handler,
pouring concrete, the handling of the chute from readymix
trucks, such as walls, slabs, decks, floors, foundation,
footings, curb, gutters and sidewalks; Concrete curer,
impervious membrane and form oiler; Cutting torch operator
(demolition); Fine grader, highways and street paving,
airport, runways and similar type heavy construction; Gas,
oil and/or water pipeline wrapper ‐ pot tender and form
person; Guinea chaser; Headerboard person ‐ asphalt
installation of all asphalt overlay fabric and materials
used for reinforcing asphalt; Laborer, packing rod steel
and pans; Membrane vapor barrier installer; Power broom
sweeper (small); Riprap stonepaver, placing stone or wet
sacked concrete; Roto scraper and tiller; Sandblaster (pot
tender); Septic tank digger and installer (lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2‐1/2 ft. drill steel or
longer; Dri‐pak‐it machine; Gas, oil and/or water pipeline
wrapper, 6‐in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi‐plate; Kettle person,
pot person and workers applying asphalt, lay‐kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come‐alongs, and
similar mechanical tools not separately classified herein;
operation of remote controlled robotic tools in connection
with Laborer's work; Pipelayer's backup person, coating,
grouting, making of joints, sealing, caulking, diapering
and including rubber gasket joints, pointing and any and
all other services; Power post hole digger; Rock slinger;
Rotary scarifier or multiple head concrete chipping
480
scarifier; Steel headerboard and guideline setter; Tamper,
Barko, Wacker and similar type; Trenching machine,
hand‐propelled
GROUP 4: Any worker exposed to raw sewage; Asphalt raker,
lute person, ironer, asphalt dump person and asphalt
spreader boxes (all types); Concrete core cutter (walls,
floors or ceilings), grinder or sander; Concrete saw
person, cutting walls or flat work, scoring old or new
concrete; Cribber, shorer, lagging, sheeting and trench
bracing, hand‐guided lagging hammer; Head rock slinger;
Laborer, asphalt‐rubber distributor boot person; Laser beam
in connection with laborers' work; Over‐size concrete
vibrator operator, 70 lbs. and over; Pipelayer performing
all services in the laying and installation of pipe from
the point of receiving pipe in theditch until completion of
operation, including any and all forms of tubular material,
whether pipe, metallic or non‐metallic,conduit and any
other stationary type of tubular device used for the
conveying of any substance or element, whether water,
sewage, solid gas, air, or other product whatsoever and
without regard to the nature of material from which the
tubular material is fabricated; No‐joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting,Porta Shot‐Blast; Traffic
lane closure, Certified.
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
types of mechanical drills without regard to the form of
motive power; Toxic waste removal; Boring system electronic
tracking locator
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO0783‐006 07/01/2021
SAN BERNARDINO COUNTY
Rates Fringes
Brick Tender.....................$ 35.82 20.45
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO1184‐001 07/01/2021
Rates Fringes
Laborers: (HORIZONTAL
481
DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 38.89 17.10
(2) Vehicle Operator/Hauler.$ 39.06 17.10
(3) Horizontal Directional
Drill Operator..............$ 40.91 17.10
(4) Electronic Tracking
Locator.....................$ 42.91 17.10
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 40.10 20.12
GROUP 2.....................$ 41.40 20.12
GROUP 3.....................$ 43.41 20.12
GROUP 4.....................$ 45.15 20.12
LABORERS ‐ STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including
repair and filling of cracks by any method on any surface
in parking lots, game courts and playgrounds; carstops;
operation of all related machinery and equipment; equipment
repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender ‐
removal of all traffic lines and markings by any method
(sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all
related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and
application of pavement markers, delineating signs, rumble
and traffic bars, adhesives, guide markers, other traffic
delineating devices including traffic control. This
category includes all traffic related surface preparation
(sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system
installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and
equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes
and markings; hot thermo plastic; tape traffic stripes and
markings, including traffic control; operation of all
related machinery and equipment
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO1184‐003 07/01/2019
482
Residential, 4 Stories
IMPERIAL AND RIVERSIDE COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 35.24 20.09
GROUP 2.....................$ 35.79 20.09
GROUP 3.....................$ 36.34 20.09
GROUP 4.....................$ 37.89 20.09
GROUP 5.....................$ 38.24 20.09
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike‐off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt‐rubber material
loader; Laborer, general or construction; Laborer, general
clean‐up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete and patching; post hole
digger (manual);Railroad maintenance, repair track person
and road beds;Streetcar and railroad construction track
laborers; Rigging andsignaling; Scaler; Slip form raiser;
Slurry seal crew (mixer operator, applicator operator,
squeegee person, shuttle person, top person), filling of
cracks by any method on any surface; Tar and mortar; Tool
crib or tool house laborer; Traffic control by any method;
Window cleaner; Wire mesh pulling ‐ all concrete pouring
operations
GROUP 2: Asbestos abatement; Asphalt shoveler; Cement dumper
(on 1 yd. or larger mixer and handling bulk cement);
Cesspool digger and installer; Chucktender; Chute handler,
pouring concrete, the handling of the chute from readymix
trucks, such as walls, slabs, decks, floors, foundation,
footings, curb, gutters and sidewalks; Concrete curer,
impervious membrane and form oiler; Cutting torch operator
(demolition); Fine grader, highways and street paving,
airport, runways and similar type heavy construction; Gas,
oil and/or water pipeline wrapper ‐ pot tender and form
person; Guinea chaser; Headerboard person ‐ asphalt
installation of all asphalt overlay fabric and materials
483
used for reinforcing asphalt; Laborer, packing rod steel
and pans; Membrane vapor barrier installer; Power broom
sweeper (small); Riprap stonepaver, placing stone or wet
sacked concrete; Roto scraper and tiller; Sandblaster (pot
tender); Septic tank digger and installer (lead); Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2‐1/2 ft. drill steel or
longer; Dri‐pak‐it machine; Gas, oil and/or water pipeline
wrapper, 6‐in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi‐plate; Kettle person,
pot person and workers applying asphalt, lay‐kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come‐alongs, and
similar mechanical tools not separately classified herein;
operation of remote controlled robotic tools in connection
with Laborer's work; Pipelayer's backup person, coating,
grouting, making of joints, sealing, caulking, diapering
and including rubber gasket joints, pointing and any and
all other services; Power post hole digger; Rock slinger;
Rotary scarifier or multiple head concrete chipping
scarifier; Steel headerboard and guideline setter; Tamper,
Barko, Wacker and similar type; Trenching machine,
hand‐propelled
GROUP 4: Any worker exposed to raw sewage; Asphalt raker,
lute person, ironer, asphalt dump person and asphalt
spreader boxes (all types); Concrete core cutter (walls,
floors or ceilings), grinder or sander; Concrete saw
person, cutting walls or flat work, scoring old or new
concrete; Cribber, shorer, lagging, sheeting and trench
bracing, hand‐guided lagging hammer; Head rock slinger;
Laborer, asphalt‐rubber distributor boot person; Laser beam
in connection with laborers' work; Over‐size concrete
vibrator operator, 70 lbs. and over; Pipelayer performing
all services in the laying and installation of pipe from
the point of receiving pipe in theditch until completion of
operation, including any and all forms of tubular material,
whether pipe, metallic or non‐metallic,conduit and any
other stationary type of tubular device used for the
conveying of any substance or element, whether water,
sewage, solid gas, air, or other product whatsoever and
without regard to the nature of material from which the
484
tubular material is fabricated; No‐joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting,Porta Shot‐Blast; Traffic
lane closure, Certified.
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
types of mechanical drills without regard to the form of
motive power; Toxic waste removal; Boring system electronic
tracking locator
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO1184‐005 07/01/2021
IMPERIAL AND RIVERSIDE COUNTIES
Rates Fringes
Brick Tender.....................$ 35.82 20.45
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABO1414‐002 08/05/2020
Rates Fringes
Laborers: (1 to 3 Stories)
Plaster Clean‐Up Laborer....$ 34.03 21.01
Plaster Tender..............$ 36.58 21.01
Laborers: (4 Stories)
Plaster Clean‐up Laborer....$ 34.03 21.01
Plaster Tender..............$ 36.58 21.01
Work on a swing stage scaffold: $1.00 per hour additional.
Work at Military Bases ‐ $3.00 additional per hour:
Coronado Naval Amphibious Base, Fort Irwin, George AFB,
Marine Corps Air Station‐29 Palms, Imperial Beach Naval Air
Station, Marine Corps Logistics Supply Base, Marine Corps
Pickle Meadows, Mountain Warfare Training Center, Naval
Air Facility‐Seeley, North Island Naval Air Station,
Vandenberg AFB.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PAIN0036‐005 07/01/2019
Rates Fringes
PAINTER (including lead
485
abatement)
Imperial, Los Angeles,
Orange, Riverside & San
Bernardino
(1) Repaint................$ 28.59 15.97
(2) All other work.........$ 32.12 16.09
(3) Journeyman &
Industrial.................$ 34.02 16.49
San Luis Obispo, Santa
Barbara & Ventura
(1) Repaint................$ 25.40 15.87
(2) All other work.........$ 30.04 16.03
(3) Journeyman &
Industrial.................$ 34.02 16.49
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PAIN0036‐011 10/01/2020
IMPERIAL, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN
LUIS OBISPO, SANTA BARBARA AND VENTURA COUNTIES
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 27.11 17.51
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PAIN0036‐014 10/01/2020
IMPERIAL
Rates Fringes
GLAZIER..........................$ 45.55 18.06
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PAIN0036‐018 01/01/2020
LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SANTA BARBARA
AND VENTURA
Rates Fringes
GLAZIER..........................$ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condo,
from the third (3rd) floor and up. Additional $1.25 per
hour for work on the outside of the building from a swing
stage or any suspended contrivance, from the ground up.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PAIN0036‐020 01/01/2021
486
IMPERIAL
Rates Fringes
SOFT FLOOR LAYER.................$ 33.52 17.59
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PAIN0169‐007 06/01/2020
SAN LUIS OBISPO
Rates Fringes
GLAZIER..........................$ 40.00 26.76
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PAIN1247‐003 01/01/2021
LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS
OBISPO, SANTA BARBARA AND VENTURA
Rates Fringes
SOFT FLOOR LAYER.................$ 38.75 14.03
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PLAS0200‐002 08/04/2021
IMPERIAL, KERN, LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO,
SAN LUIS OBISPO, SANTA BARBARA AND VENTURA
Rates Fringes
PLASTERER
1 ‐ 3 stories...............$ 42.74 18.39
4‐stories...................$ 45.77 18.39
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PLAS0500‐003 07/01/2020
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 38.50 25.91
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PLUM0016‐011 09/01/2020
Rates Fringes
PLUMBER/PIPEFITTER
Residential.................$ 41.62 20.63
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
487
PLUM0250‐001 09/04/2017
LOS ANGELES AND ORANGE
Rates Fringes
REFRIGERATION MECHANIC
Refrigeration Fitter........$ 45.50 21.65
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PLUM0345‐001 09/01/2020
Rates Fringes
PLUMBER
Landscape/Irrigation Fitter.$ 35.30 24.10
Sewer & Storm Drain Work....$ 39.39 21.48
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ROOF0036‐001 09/15/2020
LOS ANGELES, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS
OBISPO, SANTA BARBARA AND VENTURA
Rates Fringes
Roofer...........................$ 38.74 17.42
FOOTNOTE: Pitch premium: Work on which employees are exposed
to pitch fumes or required to handle pitch, pitch base or
pitch impregnated products, or any material containing coal
tar pitch, the entire roofing crew shall receive $1.75 per
hour ""pitch premium"" pay.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
* ROOF0045‐003 07/01/2021
IMPERIAL
Rates Fringes
Roofer...........................$ 37.75 10.24
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
SFCA0669‐005 01/01/2021
AREA 1: IMPERIAL COUNTY; LOS ANGELES COUNTY (does not include
the city of Pomona, Catalina Island, and that part of Los
Angeles County within 25 miles of the city limits of Los
Angeles); ORANGE COUNTY (does not include Catalina Island; San
Clemente Island; City of Santa Ana; and remainder of Orange
488
County within 25 miles of the city limits of Los Angeles);
RIVERSIDE COUNTY; AND SAN BERNARDINO COUNTY (does not include
the northern part of City of Chino, or the cities of Montclair
and Ontario)
AREA 2: SAN LUIS OBISPO, SANTA BARBARA COUNTIES, VENTURA
(does not include Port Hueneme, Port Mugu, the city of Santa
Paula, and that part of Ventura County within 25 miles of the
city limits of Los Angeles) COUNTIES
Rates Fringes
SPRINKLER FITTER
Area 1......................$ 39.83 26.23
Area 2......................$ 38.95 26.15
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
SFCA0709‐002 01/01/2021
LOS ANGELES COUNTY (the city of Pomona, Catalina Island, and
that part of Los Angeles County within 25 miles of the city
limits of Los Angeles); ORANGE COUNTY (San Clemente Island, the
city of Santa Ana, and that part of Orange County within 25
miles of the city limits of Los Angeles); SAN BERNARDINO COUNTY
(the northern part of the city of Chino, and the cities of
Montclair and Ontario); VENTURA COUNTY (Port Hueneme, Port
Mugu, the city of Santa Paula, and that part of Ventura County
within 25 miles of the city limits of Los Angeles)
Rates Fringes
SPRINKLER FITTER.................$ 48.71 29.15
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
SHEE0105‐001 07/01/2021
AREA 1: LOS ANGELES COUNTY (South of a straight line drawn
between gorman and Big Pines, excluding the area South of
Imperial Highway East of the Los Angeles River, excluding the
cities of Long Beach, Claremont, and Pomona, excluding Catalina
Island)
AREA 2: LOS ANGELES (Remainder), ORANGE, RIVERSIDE & SAN
BERNARDINO COUNTIES
Work on general sheet metal and heating and air conditioning on
single family dwellings, multiple family dwellings, track homes
and apartment buildings individually conditioned by separate
and independent units or systems
489
Rates Fringes
SHEET METAL WORKER
AREA 1......................$ 30.14 10.74
AREA 2......................$ 29.54 19.09
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
SHEE0206‐003 07/01/2020
IMPERIAL
Rates Fringes
Sheet Metal (TECHNICIAN).........$ 30.51 9.49
SHEET METAL WORKER...............$ 40.62 29.55
SHEET METAL TECHNICIAN ‐ SCOPE:
a. Existing residential buildings, both single and
multi‐family, where each unit is heated and/or cooled by a
separate system b. New single family residential buildings
including tracts. c. New multi‐family residential
buildings, not exceeding five stories of living space in
height, provided each unit is heated or cooled by a
separate system. Hotels and motels are excluded. d. LIGHT
COMMERCIAL WORK: Any sheet metal, heating and air
conditioning work performed on a project where the total
construction cost, excluding land, is under $1,000,000 e.
TENANT IMPROVEMENT WORK: Any work necessary to finish
interior spaces to conform to the occupants of commercial
buildings, after completion of the building shell
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
SHEE0273‐001 08/01/2020
SAN LUIS OBISPO, SANTA BARBARA AND VENTURA
Rates Fringes
SHEET METAL WORKER...............$ 46.87 31.15
HOLIDAYS: New Year's Day, Martin Luther King Day, President's
Day, Good Friday, Memorial Day, Indepdendence Day, Labor
Day, Veterans Day,Thankisgiving Day & Friday after,
Christmas Day
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
TEAM0011‐001 07/01/2020
Rates Fringes
490
Truck drivers:
GROUP 1....................$ 32.59 30.59
GROUP 2....................$ 32.74 30.59
GROUP 3....................$ 32.87 30.59
GROUP 4....................$ 33.06 30.59
GROUP 5....................$ 33.09 30.59
GROUP 6....................$ 33.12 30.59
GROUP 7....................$ 33.37 30.59
GROUP 8....................$ 33.62 30.59
GROUP 9....................$ 33.82 30.59
GROUP 10....................$ 33.12 30.59
GROUP 11....................$ 34.62 30.59
GROUP 12....................$ 35.05 30.59
WORK ON ALL MILITARY BASES ‐ $3.00 PER HOUR ADDITIONAL:
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB,
El Centro Naval Facility, Fort Irwin, George AFB, Marine
Corps Logistics Base at Nebo & Yermo, Mountain Warfare
Training Center, Bridgeport, Point Arguello, Point
Conception, Vandenberg AFB]
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles ‐ 2
axles; Traffic control pilot car excluding moving heavy
equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles ‐ 3
axles; Boot person; Cement mason distribution truck; Fuel
truck driver; Water truck ‐ 2 axle; Dump truck, less than
16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete
truck, less than 6‐1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire
person ($0.50 additional for tire person); Pipeline and
utility working truck driver, including winch truck and
plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck,
6‐1/2 yds. water level and over; Vehicle or combination of
vehicles ‐ 4 or more axles; Oil spreader truck; Dump truck,
16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver;
491
Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck
repair person; Water pull ‐ single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles
or over
GROUP 10: Dump truck ‐ 50 yds. or more water level; Water
pull ‐ single engine with attachment
GROUP 11: Water pull ‐ twin engine; Water pull ‐ twin engine
with attachments; Winch truck driver ‐ $1.25 additional
when operating winch or similar special attachments
GROUP 12: Boom Truck 17K and above
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
WELDERS ‐ Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis‐Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health‐related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health‐related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
492
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198‐005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non‐union rates. Example: SULA2012‐007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
493
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG‐OH‐0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis‐Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
494
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION"
495
Specification No. MPK 21-03
Federal Aid No. HSIPL-5436(018)
Princeton Avenue Improvement Project
Capital Improvement Project No. C0020
Appendix I:
Construction Plans
496
1
STREET IMPROVEMENT PLAN
PRINCETON AVENUE WIDENING
CITY OF MOORPARK PUBLIC WORKS DEPARTMENT
TITLE SHEET
PRINCETON AVENUE
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
HSIPL-5436
497
RELOCATION PLAN
PRINCETON AVENUE
STA. 1+00.00 TO STA. 10+00.00
DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
2
498
RELOCATION PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.00DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
693499
RELOCATION PLANPRINCETON AVENUESTA. 15+00.00 TO STA. 25+00.00DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
694500
RELOCATION PLANPRINCETON AVENUESTA. 25+00.00 TO STA. 30+00.00DEMOLITION AND UTILITY5PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69501
RELOCATION PLANPRINCETON AVENUESTA. 30+00.00 TO ENDDEMOLITION AND UTILITY6PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69502
7
GRADING DETAILS AND LEGEND
PRINCETON AVENUE
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
503
GRADING SECTIONS
PRINCETON AVENUE 8
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
504
GRADING PLAN
PRINCETON AVENUE
STA. 1+00.00 TO STA. 10+00.00
9
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
505
GRADING PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.0010PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69506
GRADING PLAN
PRINCETON AVENUE
STA. 15+00.00 TO STA. 25+00.00
11
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
507
GRADING PLAN
PRINCETON AVENUE
STA. 25+00.00 TO STA. 30+00.00
12
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
508
GRADING PLAN
PRINCETON AVENUE
STA. 30+00.00 TO END
13
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
509
TYPICAL STREET SECTIONS & DETAILS
PRINCETON AVENUE 14
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
510
····ACCESS ROAD & DRIVEWAY DETAILSPRINCETON AVENUE15PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69511
DRIVEWAY DETAILSPRINCETON AVENUE16PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69512
···········STREET IMPROVEMENT PLAN
PRINCETON AVENUE
STA. 1+00.00 TO STA. 10+00.00
17
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
513
·························STREET IMPROVEMENT PLAN
PRINCETON AVENUE
STA. 10+00.00 TO STA. 20+00.00
18
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
514
··············STREET IMPROVEMENT PLAN
PRINCETON AVENUE
STA. 20+00.00 TO STA. 30+00.00
19
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
515
STREET IMPROVEMENT PLAN
PRINCETON AVENUE
STA. 30+00.00 TO END
20
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
516
STORM DRAIN DETAILS AND KEY MAPPRINCETON AVENUE21PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69517
STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINES A, B, X-1, X-222PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69518
STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINE C, LAT C-123PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69519
STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINE D, LAT D-1, LAT D-2, LAT D-3, LAT D-424PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69520
WALL NOTESPRINCETON AVENUE”25PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTIONTYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONREFERENCEDSTANDARDIBCREFERENCEAPPLICABLE TOWORK IN THISPLAN SET1. Inspect reinforcement, includingprestressing tendons, and verifyplacement.-XACI 318: Ch.20,25.2, 25.3,26.5.1-26.5.31908.40X2. Reinforcing bar welding:-- a. Verify weldability ofreinforcement bars other thanASTM A706;-XAWS D1.4 &ACI 318: 26.5.4-b. Inspect single-pass filletwelds, maximum 5/16" and;-X-c. Inspect all other welds.X-3. Inspect anchors cast in concrete.-X ACI 318: 17.8.2 -X4. Inspection of anchors post-installedin hardened concrete members.---a. Adhesive anchors installed inhorizontally or upwardly inclinedorientations to resist sustainedtension loads.X- ACI 318: 17.8.2.4 -Xb. Mechanical anchors andadhesive anchors not defined in4.a.-X ACI 318: 17.8.2 -X5. Verifying use of required design mix.-XACI 318: Ch. 19,26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.3X6. Prior to concrete placement,fabricate specimens for strength tests,perform slump and air content tests,and determine the temperature of theconcrete.X-ASTM C 172ASTM C 31ACI 318: 26.4.5,26.121908.10X7. Inspect concrete and shotcreteplacement for proper applicationtechniques.X- ACI 318: 26.4.51908.6, 1908.7,1908.8X8. Verify maintenance of specifiedcuring temperature and techniques.-XACI 318:26.4.7-26.4.91908.90X9. Inspect prestressed concrete for:a. Application of prestressingforces.X- ACI 318: 26.9.2.1--b. Grouting of bondedprestressing tendons.X- ACI 318: 26.9.2.310. Inspect erection of precastconcrete members.-X ACI 318: Ch. 26.8 --11. Verify in-situ concrete strength,prior to stressing of tendons inpost-tensioned concrete and prior toremoval of shores and forms frombeams and structural slabs.-X ACI 318: 26.10.2 -X12. Inspect formwork for shape,location and dimensions of theconcrete member being formed.-XACI 318:26.10.1(b)-XEXEMPT FROM SPECIAL INSPECTION:Concrete footings that support walls of buildings <=3 stories, supported on earth and design f'c is <= 2,500 psi, per CBC1705.3.2.3.TMS 402 Table 3.1.2 - LEVEL B QUALITY ASSURANCE OF MASONRY CONSTRUCTION*MINIMUM TESTS(d)Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with Specification Article1.5 B.1.b.3 for self consolidating groutVerification of f 'm and f 'AAC in accordance with Specification Article 1.4 B prior to construction, except where specificallyexempted by this CodeMINIMUM SPECIAL INSPECTION(d)INSPECTION TASKFREQUENCY OF INSPECTION(a)APPLICABLETO WORK INTHIS PLANSETCONTINUOUS PERIODIC1. Verify compliance with the approved submittalsXX2. As masonry construction begins, verify that the following are in compliance:a. Proportions of site-prepared mortarXXb. Construction of mortar jointsXXc. Grade and size of prestressing tendons and anchoragesXd. Location of reinforcement, connectors, and prestressing tendonsand anchorages.XXe. Prestressing techniqueXf. Properties of thin-bed mortar for AAC masonry X(b) X(c)3. Prior to grouting, verify that the following are in compliance:a. Grout spaceXXb. Grade, type, and size of reinforcement and anchor bolts, andprestressing tendons, and anchoragesXXc. Placement of reinforcement, connectors, and prestressing tendonsand anchoragesXXd. Proportions of site-prepared grout and prestressing grout forbonded tendonsXXe. Construction of mortar jointsXX4. Verify during construction:a. Size and location of structural elementsXXb. Type, size, and location of anchors, including other details ofanchorage of masonry to structural members, frames, or otherconstructionXXc. Welding of reinforcementXXd. Preparation, construction and protection of masonry during coldweather (temperature below 40°F) or hot weather (temperatureabove 90°F)XXe. Application and measurement of prestressing forceXf. Placement of grout and prestressing grout for bonded tendons is incomplianceXg. Placement of AAC masonry units and construction of thin-bedmortar joints X(b) X(c)5. Observe preparation of grout specimens, mortar specimens, and/orprismsXX(a)Frequency refers to the frequency of Special Inspection, which may be continuous during the task listed or periodically during the listed task, as defined in thetable.(b) Required for the first 5000 square feet of AAC masonry.(c) Required for the first 5000 square feet of AAC masonry.(d) Special Inspection is not required for Veneer constructed in Risk Category 1, 2 or 3 in accordance with TMS 402 Section3.1.1 - Level A Quality Assurance and C-183 Part 4, Chapter 12-Veneer, other than verifying compliance with theapproved submittals.*The above table is a composite of TMS 402 Table 3.1.2, TMS 602 Table 4, and other sections of Code.REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILSTYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONAPPLICABLE TOWORK IN THISPLAN SET1. Verify materials below shallow foundations areadequate to achieve the design bearing capacity.-XX2. Verify excavations are extended to proper depth andhave reached proper material.-XX3. Perform classification and testing of compacted fillmaterials.-XX4. Verify use of proper materials, densities, and liftthicknesses during placement and compaction ofcompacted fill.X-X5. Prior to placement of compacted fill, inspect subgradeand verify that site has been prepared properly.-XX521
WALL A AND B PLAN AND PROFILEPRINCETON AVENUEROAD STA. 1+56.63 TO STA. 10+00.0026PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69522
WALL H PLAN AND PROFILE
PRINCETON AVENUE
ROAD STA. 5+24.65 TO STA. 8+99.73
27
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
523
28WALL B PLAN AND PROFILEPRINCETON AVENUEROAD STA. 10+00.00 TO STA. 15+48.41PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69524
WALL C PLAN AND PROFILEPRINCETON AVENUEROAD STA. 15+76.80 TO STA. 21+96.1529PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69525
WALL G AND J PLAN AND PROFILEPRINCETON AVENUEROAD STA. 9+25.73 TO STA. 19+26.6930PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69526
WALL D, AND E PLAN AND PROFILEPRINCETON AVENUEROAD STA. 22+25.92 TO STA. 30+00.0031PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69527
WALL E PLAN AND PROFILE
PRINCETON AVENUE
ROAD STA. 30+00.00 TO 33+87.54
32
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
528
WALL DETAILS
PRINCETON AVENUE 33
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
529
WALL DETAILSPRINCETON AVENUE34PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69530
WALL DETAILSPRINCETON AVENUE35PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
O
RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69531
WALL DETAILS
PRINCETON AVENUE 36
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
532
SIGNING AND STRIPING PLAN
PRINCETON AVENUE
STA. 1+00.00 TO STA. 20+00.00
37
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
533
SIGNING AND STRIPING PLAN
PRINCETON AVENUE
STA. 20+00.00 TO END
38
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
534
39TITLE SHEETKnow what'sbelow.Callbefore you dig.IN PARTNERSHIP WITHPRINCETON AVENUE WIDENINGCITY OF MOORPARK PUBLIC WORKS DEPARTMENTWATER IMPROVEMENT PLANVENTURA COUNTY WATERWORKS DISTRICT NO. 1PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
PRINCETON AVENUE69V
E
NTURA COUNTYWATERWORKS DISTR
ICTS
535
PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
PRINCETON AVENUE69V
E
NTURA COUNTYWATERWORKS DISTR
ICTS
40SHEET INDEX, GENERAL NOTES,LIST OF ABBREVIATIONS AND LEGENDV
E
NTURA COUNTYWATERWORKS DISTR
ICTS
536
41STA. 2+06 TO STA. 10+25PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
PRINCETON AVENUE69V
E
NTURA COUNTYWATERWORKS DISTR
ICTS
537
STA. 10+25 TO STA. 20+00PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
PRINCETON AVENUE69V
E
NTURA COUNTYWATERWORKS DISTR
ICTS
42538
STA. 20+00 TO STA. 29+50PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
PRINCETON AVENUE69V
E
NTURA COUNTYWATERWORKS DISTR
ICTS
43539
44STA. 29+50 TO STA. 34+30PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
PRINCETON AVENUE69V
E
NTURA COUNTYWATERWORKS DISTR
ICTS
540
45EROSION CONTROL DETAILS & NOTESPRINCETON AVENUEPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69541
EROSION CONTROL PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 10+00.0046PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69542
EROSION CONTROL PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.0047PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69543
EROSION CONTROL PLANPRINCETON AVENUESTA. 15+00.00 TO STA. 20+00.0048PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69544
EROSION CONTROL PLANPRINCETON AVENUESTA. 20+00.00 TO STA. 30+00.0049PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69545
EROSION CONTROL PLANPRINCETON AVENUESTA. 30+00.00 TO END50PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONM
O
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RPARKCALIFORNIAINCORPORATEDJULY1
1
983
69546
PRINCETON AVENUE 51
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
CLOSED
SHOULDER
TEMPORARY TRAFFIC CONTROL PLAN
CALTRANS ROW
TCP OPTION 1 PHASE 1
547
TEMPORARY TRAFFIC CONTROL PLAN
PRINCETON AVENUE
CALTRANS ROW
52
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
END
ROAD WORK
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
END
ROAD WORK
TCP OPTION 1 PHASE 2
548
PRINCETON AVENUE 53
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
ROAD
WORK
AHEAD
ROAD
AHEAD
ONE LANE
CLOSED
LANE
ROAD
WORK
AHEAD
ROAD
AHEAD
ONE LANE
END
ROAD WORK
END
ROAD WORK
CLOSED
LANE
CLOSED
LANE
CLOSED
LANE
CLOSED
LANE
CLOSED
LANE ROAD
WORK
AHEAD
TEMPORARY TRAFFIC CONTROL PLAN
CALTRANS ROW
TCP OPTION 2
549
PRINCETON AVENUE 54
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
TEMPORARY TRAFFIC CONTROL PLAN
CALTRANS ROW
TCP OPTION 3
END
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
END
DETOUR
DETOUR
DETOUR
DETOUR
550
PRINCETON AVENUE 55
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
ENGINEERING DIVISIONMOORPARKCALIFORNIAINCORPORATEDJULY11983 69
TEMPORARY TRAFFIC CONTROL PLAN
CALTRANS ROW
TCP OPTION 3
DETOUR
ROAD
CLOSED
ROAD
WORK
AHEAD
ROAD
CLOSED
AHEAD
DETOUR
AHEAD
DETOUR
ROAD CLOSED
THRU TRAFFIC
ROAD
CLOSED
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
TO
DETOUR
ROAD
CLOSED
DETOUR
AHEAD
DETOUR
DETOUR
AHEAD
ROAD
CLOSED
AHEAD
551
IRRIGATION NOTES
1.IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK.
2.COORDINATE THE INSTALLATION OF ALL SLEEVING WITH CIVIL ENGINEER'S PLANS, ARCH. FOUNDATION PLANS, STRUCTURAL PLANS AND LANDSCAPE
CONSTRUCTION PLANS.
3.PIPE SLEEVE SHALL ALLOW FOR IRRIGATION PIPING AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING. EXTEND NEW SLEEVES 12 INCHES BEYOND
EDGE OF PAVING. ALL IRRIGATION MAINLINE CROSSINGS SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES THAT ARE A MIN. OF 2X THE DIAMETER OF THE PRESSURE
PIPE. PROVIDE LOCATOR WIRE OR TAPE ALONG LENGTH OF SLEEVE. ALSO PROVIDE A SEPARATE IRRIGATION WIRE CONDUIT TAPED TO MAINLINE SLEEVE SIZED TO
EASILY PULL WIRES THAT RUNS PARALLEL TO THE SLEEVE. ALL SLEEVES AND CONDUIT MUST BE PERPENDICULAR TO ROAD.
4.ALL IRRIGATION MAINLINE CROSSOVERS SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES THAT ARE IN A MIN. OF 2X THE DIAMETER OF THE PRESSURE PIPE. PROVIDE
LOCATOR WIRE OR TAPE ALONG LENGTH OF SLEEVE. ALSO PROVIDE A SEPARATE IRRIGATION WIRE CONDUIT TAPED TO MAINLINE SLEEVE SIZED TO EASILY PULL
WIRES THAT RUNS PARALLEL TO THE SLEEVE. ALL SLEEVES AND CONDUIT MUST BE PERPENDICULAR TO ROAD.
5.COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS, INCLUDING PIPE, WITH THE PLANTING PLAN TO AVOID INTERFERING WITH THE PLANTING.
6.CONTRACTOR SHALL TEST PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE IS LESS THAN 80 PSI, NOTIFY THE PROJECT MANAGER PRIOR TO CONSTRUCTION.
7.IRRIGATION DRAWINGS ARE DIAGRAMMATIC. LOCATE MAIN LINE AS DIRECTED PER PLAN. LOCATE NEW PIPELINES, VALVES AND EQUIPMENT IN PLANTING AREAS
WHEREVER POSSIBLE.
8.PVC SHALL BE LAID WITH CONNECTIONS HORIZONTAL, NOT VERTICAL.
9.SCHEDULE 40 PVC ONLY, NO EXCEPTIONS.
10.FOR WORK WITHIN THE LIMITS OF EXISTING TREES, HAND EXCAVATE WITHIN TREE PROTECTION ZONE. EXISTING ROOTS 2" OR GREATER IN DIAMETER SHALL REMAIN
IN PLACE UNLESS REMOVAL IS APPROVED BY THE PROJECT MANAGER.
11.IRRIGATION CONTROLLER TO BE WEATHER- OR SOIL MOISTURE-BASED CONTROLLER THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN
PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT
ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S).
SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CA GREEN BUILDING STANDARDS CODE 4.304.1 IRRIGATION
CONTROLLERS)
12.MOUNT WIRELESS RAIN SENSOR IN LOCATION NOT BLOCKED FROM RAIN BY BUILDING OVERHANG, TREES, OR OTHER OBSTRUCTIONS.
13.PRESSURE TEST ON ALL MAINLINES 4 HOURS AT 150 PSI. CALL INSPECTOR 24 HOURS PRIOR TO TEST.
14.NO IRRIGATION LINES SHALL BE PLACED UNDER ROOTBALLS OF EXISTING OR PROPOSED PLANTS.
15.PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES
16.CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR
17.A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES
18.AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION
19.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED
LANDSCAPE CONTRACTOR FOR THE PROJECT.
20.ALL NEW SLEEVING SHALL BE INSTALLED 36" BELOW GRADE UNDER ROADWAY AND SHALL BE INSTALLED BY DIRECTIONAL BORING UNLESS OTHERWISE NOTED ON
PLANS. THERE SHALL BE NO CUTTING OF PAVEMENT, CURB OR GUTTER IN THESE AREAS.
21.ALL CUTS/TRENCHING IN ASPHALT OR CONCRETE SHALL BE REPAIRED ACCORDING TO SPPWC STANDARD PLANS, LATEST EDITION. FOR CONCRETE USE SPPWC
132-3 AND FOR AC PAVING USE SPPWC 133-3 OR AS REQUIRED BY CITY ENGINEER.
22.THE CONTRACTOR SHALL ALLOW FOR MINOR RELOCATION OF BUBBLER HEADS AT HIGH AND LOW SPOTS AT NO CHARGE TO THE CITY.
23.THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL BY THE BEGINNING OF THE PLANT ESTABLISHMENT PERIOD.
CITY OF MOORPARK
LANDSCAPE INSPECTION REQUIREMENTS
(CITY MAINTAINED AREAS)
SCHEDULE:
THE CITY'S LANDSCAPE REPRESENTATIVE WILL INSPECT FOR INSTALLATION COMPLIANCE WITH THE APPROVED LANDSCAPE PLANS. CONTRACTOR
SHALL NOTIFY THE CITY'S LANDSCAPE REPRESENTATIVE 48 HOURS IN ADVANCE OF EACH OF THE REQUIRED INSPECTION:
1.PRESSURE TEST OF IRRIGATON MAINLINE. TO BE COMPLETED PRIOR TO BACKFILLING TRENCHES.
2.IRRIGATION COVERAGE TESTS. COVERAGE TEST SHALL BE COMPLETED PRIOR TO ANY PLANTING.
3.AFTER TREES AND SHRUBS ARE SPOTTED, BUT PRIOR TO PLANTING.
4.FINAL INSPECTION: AT THE START OF THE ONE-YEAR MAINTENANCE PERIOD. PRELIMINARY CERTIFICATE OF COMPLIANCE MAY BE GRANTED AT
THIS TIME.
5.DOCUMENT SUBMITTAL: AS-BUILT PLANS, BACKFLOW ASSEMBLY CERTIFICATIONS, SOILS ANALYSIS REPORTS, FOUR (4) SETS OF CONTROLLER
KEYS, LAMINATED CONTROLLER CHARTS, PRODUCT DATA AND WARRANTIES. DIGITAL PDF AND AUTOCAD FILE FORMAT OF ALL LANDSCAPE
AND AS-BUILT PLANS. 60 DAYS PRIOR TO THE END OF THE MAINTENANCE PERIOD.
6.FINAL CERTIFICATION OF COMPLIANCE: AT THE END OF THE ONE-YEAR MAINTENANCE PERIOD OR AS SPECIFIED BY THE CITY'S COMMUNITY
DEVELOPMENT DIRECTOR.
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION NOTES & SCHEDULE
LI-0.01
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
56
IRRIGATION SCHEDULE
SYMBOL DESCRIPTION MANUFACTURER MODEL GPM PSI
BUBBLERS SERIES NOZZLE MODEL RADIUS
6 GPH POINT SOURCE
EMITTER Hunter Industries(R)Point Source Emitters HE-60-T-IH-RISER-24-60-CV 0 ft 0.10 20 - 50
SHRUB BUBBLER Rain Bird(R)1400 Series Pressure Compensating
Full-Circle Bubblers 1401 0 ft 0.25 20 - 90
MISCELLANEOUS
FLOW SENSOR RAINBIRD FS150B BRASS TEE FLOW SENSOR W/ FSMLXME SMART MODULE
FLUSH VALVE NA PER DETAIL
PULL BOX NA PER DETAIL
VALVES SERIES MODEL
CONTROL VALVE Buckner Superior 950DWRW 950100DWRW 0 - 320 20 - 200
MASTER VALVE Superior 950DW Series 950200DW 0 - 320 20 - 200
GATE VALVE Nibco Gate Valve T-113 0.25 - 30 10 - 150
BACKFLOW PREVENTER Zurn-Wilkins 975XL2 - 2"
QUICK COUPLER -
RECLAIMED Rainbird 33-DNP
PIPE TYPE NOTES
MAINLINE WESTERN LASCO PVC Schedule 40
LATERAL LINE WESTERN LASCO PVC Schedule 40
SLEEVES WESTERN LASCO PVC Schedule 40
CONTROLLER MODEL ENCLOSURE
CONTROLLER Rain Bird(R)ESPLXD Indoor/Outdoor
POINT OF CONNECTION NOTES
POINT OF CONNECTION NEW 2" WATER METER, PER WATER DISTRICT
**CONTRACTOR TO INSTALL MANUFACTURER LISTED EQUIPMENT OR APPROVED EQUAL
PB
F
POC
CC
APPROVED
CITY OF MOORPARK
THESE PLANS HAVE BEEN REVIEWED AND FOUND TO BE IN COMPLIANCE WITH RELEVANT SECTIONS
OF THE MOORPARK MUNICIPAL CODE. LANDSCAPING AND IRRIGATION SHALL BE INSTALLED ON
THE SUBJECT PROPERTY SUBSTANTIALLY AS SHOWN HEREIN.
APPROVED BY:
COMMUNITY DEVELOPMENT DIRECTOR
552
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION CALCULATIONS
LI-0.02
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
WATER EFFICIENT LANDSCAPE WORKSHEET
PROJECT NAME:Princeton Avenue
PROJECT TYPE:Commercial
PROJECT LOCATION:Moorpark, CA
REFERENCE ETo:51.0
TOTAL IRRIGATED LANDSCAPE AREA:44,317 sf
Maxium Applied Water Allowance (MAWA)
MAWA = (ETo) (0.62) [ (ETAF x LA) + ((1 - ETAF) x SLA) ]
MAWA= Maximum Applied Water Allowance
ETo = Reference Evapotranspiration (inches per year)
0.62 = Conversion factor (to gallons per square foot)
ETAF = Evapotranspiration Adjustment Factor = 0.45 for Non-residential Areas
LA = Landscaped Area including SLA (sq ft)
SLA = Portion of Landsape Area identified as Special Landscape Area - see Definitions (square feet)
Applicant to fill in boxes below:
44,317 Irrigated Landscape Area including Special Landscape Area/SLA (square feet)
0 Portion of Landscape Area identified as Special Landscape Area (square feet)
ETo ETAF AREA (sf)Conversion MAWA
MAWA for Total LA 51.0 x 0.45 x 44,317 x 0.62 630,592
MAWA for SLA*51.0 x 0.55 x 0 x 0.62 0
Total MAWA 630,592 (gallons per year)
Estimated Total Water Use (ETWU)ETAF Calculations
ETWU = (ETo) (0.62) [ (PF x HA) / IE + SLA) ]Regular Landscape Areas
Total ETAF x Area 13,180
ETWU = Estimated Total Water Use Total Area 44,317
ETo = Reference Evapotranspiration (inches per year)Average ETAF 0.30
0.62 = Conversion factor (to gallons per square foot)
PF = Plant Factor from WUCOLS (see Table A)All Landscape Areas
HA = Hydrozone Area (square feet)Total ETAF X Area 13,180
IE = Irrigation Efficiency (see Table B)Total Area 44,317
SLA - Portion of Landsape Area identified as Special Landscape Area - see Definitions (square feet)Sitewide ETAF 0.30
Average ETAF meets requirement for this site type.
ETWU arrived from Hydrozone Table below =416,748 gallons per year ETWU meets MAWA requirement.
HYDROZONE TABLE
hydrozone plant water
use
plant factor
(PF)
irrigation
method
irrigation
efficiency (IE)ETAF (PF/IE)
hydrozone
area (HA)
(sf)
ETAF X
Area
% of
landscape
area
Hydrozone
ETWU
REGULAR LANDSCAPE AREAS
1 -VINES-NORTHWEST mod 0.4 drip/bubblers 0.81 0.49 1,989 982 4%31,056
2 -VINES- SOUTH mod 0.4 drip/bubblers 0.81 0.49 4,557 2,250 10%71,155
3 -GROUNDCOVER low 0.2 drip/bubblers 0.81 0.25 6,665 1,646 15%52,033
4 -GROUNDCOVER- SOUTHWEST low 0.2 drip/bubblers 0.81 0.25 7,383 1,823 17%57,641
5 -GROUNDCOVER- NORTH low 0.2 drip/bubblers 0.81 0.25 5,126 1,266 12%40,023
6 -GROUNDCOVER- SOUTHEAST low 0.2 drip/bubblers 0.81 0.25 12,621 3,116 28%98,538
7 -VINES-NORTHEAST mod 0.4 drip/bubblers 0.81 0.49 2,515 1,242 6%39,277
8 -GROUNDCOVER- NORTHEAST low 0.2 drip/bubblers 0.81 0.25 3,461 855 8%27,025
Regular Landscape Area Subtotal 44,317 13,180 100%416,748
SPECIAL LANDSCAPE AREAS (SLA)
Special Landscape Area Subtotal 0 0 0%0
Total 44,317 13,180 100%416,748
Table A - PF (Plant Factor)Table B - IE (Irrigation Efficiency)
Cool Season Turf*0.8 Overhead Spray 0.75
Warm Season Turf**0.6 Drip/Bubblers 0.81
High Water Using Plants 0.8 can be between 0.7 - 0.9 *Dripline 0.85
Moderate Water Using Plants 0.5 can be between 0.4 - 0.6 *ECO-mat 0.89
Low Water Using Plants 0.2 can be between 0.1 - 0.3
*note: adjustment can be made based on exact type of equipment, see irrigation legendVery Low water Using Plants 0.1 below 0.1
* species include tall fescue, ryegrass, bentgrass and kentucky bluegrass
** species include bermudagrass, zoysiagrass, st. augustinegrass
MONTHLY ETo
ETo:Thousand Oaks, CA
jan.feb.mar.april may june july aug.sept.oct.nov.dec.annual
2.2 2.6 3.4 4.5 5.4 5.9 6.7 6.4 5.4 3.9 2.6 2.0 51.0
PRESSURE LOSS CALCULATION (WORST CASE)
P.O.C. 'A' - POTABLE WATER
STATION:A6 STATIC PRESSURE:86 PSI GPM:15.9
DESCRIPTION PSI
P.O.C.2" WATER METER 0.40
2" REDUCED PRESSURE BACKFLOW 12.00
FITTINGS LOSSES (EST.)0.50
TOTAL 12.90
MAINLINE1 1/2" MASTER VALVE 0.45
1 1/2" FLOW METER 0.45
2" MAINLINE (550 LF)1.50
MAINLINE FITTINGS (@ 10%)0.15
MAINLINE LOSS TOTAL 2.55
LATERAL1" CONTROL VALVE 1.50
LATERAL LINE (1650 LF, SIZES PER PLAN)1.62
LATERAL FITTINGS (@ 23%)0.37
LATERAL LOSS TOTAL 3.49
REQUIREDCOMPONENT LOSS TOTAL (P.O.C.+MAINLINE+LATERAL LINE)18.94
REQUIRED AT HEAD 30.00
COMPONENT LOSSES PLUS HEAD LOSS 48.94
10% SAFTEY FACTOR 4.89
TOTAL PRESSURE REQUIRED 53.84
RESIDUALSTATIC PRESSURE 86.00
PRESSURE LOSS/GAIN FROM ELEVATION CHANGE (+/- 0.433 PSI/FT)-4.33
TOTAL AVAILABLE PRESSURE 81.67
RESIDUAL PRESSURE (TOTAL AVAILAIBLE - TOTAL REQUIRED)27.83
TOTAL PRESSURE ABOVE THE MINIMUM REQUIRED
PRESSURE REGULATOR NEEDED
HYDROZONE LEGEND
HZ#HYDROZONE IRRIGATION TYPE
1 VINES-NORTHWEST BUBBLERS
2 VINES- SOUTH BUBBLERS
3 GROUNDCOVER POINT SOURCE EMITTER
4 GROUNDCOVER- SOUTHWEST POINT SOURCE EMITTER
5 GROUNDCOVER- NORTH POINT SOURCE EMITTER
6 GROUNDCOVER- SOUTHEAST POINT SOURCE EMITTER
7 VINES-NORTHEAST BUBBLERS
8 GROUNDCOVER- NORTHEAST POINT SOURCE EMITTER
LATERAL PIPE SIZING
GPM SIZE
1-8 3/4"
8-12 1"
12-22 1 1/4"
22-30 1 1/2"
30+2"
ANTICIPATED MONTHLY IRRIGATION SCHEDULE
JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT NOV DEC ANNUAL
irr.precip plant daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total daily freq.total total
HZ#
VALVE/flow irr.effcy.area rate (PR)factor runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU runtime per ETWU ETWU
hydrozone (GPM)type (IE)(sq.ft.)(in/hr.)(PF)(min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons (min.)week Gallons Gallons
A1 VINES-NORTHWEST 12.25 BUBBLERS 0.81 1,989 0.59 0.4 13 2 1,340 13 2 1,340 13 2 1,340 15 2 1,583 13 3 2,070 13 4 2,740 13 4 2,740 12 5 3,288 14 5 3,593 13 6 4,080 15 5 3,897 12 5 3,288 2,375
A2 VINES- SOUTH 14.50 BUBBLERS 0.81 4,557 0.31 0.4 12 4 3,069 12 4 3,069 12 4 3,069 14 4 3,628 13 6 4,744 14 7 6,278 14 7 6,278 13 9 7,534 15 9 8,232 15 10 9,348 14 10 8,929 13 9 7,534 5,441
A3 GROUNDCOVER 12.70 POINT SOURCE EMITTER 0.81 6,665 0.18 0.2 14 3 2,245 14 3 2,245 14 3 2,245 12 4 2,653 13 5 3,469 14 6 4,591 14 6 4,591 14 7 5,509 14 8 6,019 14 9 6,836 15 8 6,530 14 7 5,509 3,979
A4 GROUNDCOVER- SOUTHWEST 9.00 POINT SOURCE EMITTER 0.81 7,383 0.12 0.2 13 5 2,486 13 5 2,486 13 5 2,486 13 6 2,939 14 7 3,843 15 9 5,086 15 9 5,086 14 11 6,103 14 12 6,668 15 13 7,572 14 13 7,233 14 11 6,103 4,408
A5 GROUNDCOVER- NORTH 7.60 POINT SOURCE EMITTER 0.81 5,126 0.14 0.2 13 4 1,726 13 4 1,726 13 4 1,726 12 5 2,040 14 6 2,668 13 8 3,531 13 8 3,531 14 9 4,238 14 10 4,630 15 11 5,258 14 11 5,022 14 9 4,238 3,061
A6 GROUNDCOVER- SOUTHEAST 15.90 POINT SOURCE EMITTER 0.81 12,621 0.12 0.2 12 5 4,251 12 5 4,251 12 5 4,251 15 5 5,024 14 7 6,569 14 9 8,695 14 9 8,695 14 11 10,433 14 12 11,399 14 13 12,945 15 12 12,366 14 11 10,433 7,535
A7 VINES-NORTHEAST 15.25 BUBBLERS 0.81 2,515 0.58 0.4 13 2 1,694 13 2 1,694 13 2 1,694 10 3 2,002 13 3 2,618 13 4 3,466 13 4 3,466 13 5 4,159 14 5 4,544 13 6 5,160 15 5 4,929 13 5 4,159 3,004
A8 GROUNDCOVER- NORTHEAST 6.10 POINT SOURCE EMITTER 0.81 3,461 0.17 0.2 15 3 1,166 15 3 1,166 15 3 1,166 13 4 1,378 14 5 1,802 13 7 2,385 13 7 2,385 14 8 2,861 15 8 3,126 15 9 3,550 14 9 3,391 14 8 2,861 2,067
1.8 1.8 1.8 1.7 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.8 31,869
31,869
57
NOTES:
"I HAVE COMPLIED WITH THE CRITERIA OF THE
ORDINANCE (AB 1881) AND APPLIED THEM
ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN
THE IRRIGATION DESIGN PLAN"
"I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE
WATER EFFICIENT LANDSCAPE ORDINANCE AND
SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION
PACKAGE"
LANDSCAPE ARCHITECT DATE
553
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION PLAN
STA. 1+00.00 TO STA. 10+00.00
LI-1.01
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
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0 20 40 FTMATCHLINE- STA. 5+25 SEE ABOVEMATCHLINE- STA. 10+00SEE SHEET LI-1.02PROPOSE
D
R.O.W.
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D
R.O.
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P
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S
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R.O.
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R.O.W.
INSTALL MAINLINE AND
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FROM EDGE OF
HARDSCAPE, TYP.
IRRIGATION NOTES
1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION
SCHEDULES AND NOTES.
2.SEE SHEET LI-0.02 FOR CA MWELO
CALCULATIONS
58
IRRIGATION SCHEDULE (THIS SHEET)
SYMBOL DESCRIPTION
BUBBLERS / DRIP EMITTERS
SHRUB BUBBLER
6 GPH POINT SOURCE EMITTER
VALVES
CONTROL VALVE
MASTER VALVE
GATE VALVE
PIPE
MAINLINE
LATERAL LINE
SLEEVES
POINT OF CONNECTION
POINT OF CONNECTION
BACKFLOW PREVENTER
QUICK COUPLER - RECLAIMED
CONTROLLER
CONTROLLER
MISCELLANEOUS
FLUSH VALVE
PULL BOX
FLOW SENSOR
**SEE SHEET LI-0.01 FOR COMPLETE
IRRIGATION SCHEDULE
PB
F
POC
CC
554
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION PLAN
STA. 10+00.00 TO STA. 15+00.00
LI-1.02
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
VV
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UP
WV
WV
FH
WV
WM
GUY
GUY
UP
UP
WM
TMH
PRINCETON AVENUE
(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(G)(G)(W)AW
AW
AW
AW
AW
AW AW
AW
AW AW
AW
AW
AW
AW
OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)
570575580
585 590
595 600
56
5
57
0
57
5
58
0
58
5
59
0
575
570
565
(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)
H)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)
545
550
560
UP
545
(OH)
(OH)
(OH)
(OH)
(OH)
(OH)
DET
A
I
L
E
D
T
O
P
O
- IS
THER
E
R
E
A
L
L
Y
A
PIPE HER
E
?
UP
UP
UP AW5
5
5 560545
560
560
565
E E E
(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)
(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)
A2
1.00 in
14.50
HZ2
A3
1 1/4 in
12.70
HZ3
0 20 40 FTMATCHLINE- STA. 10+00SEE SHEET LI-1.01MATCHLINE- STA. 15+00SEE SHEET LI-1.03PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
INSTALL MAINLINE AND LATERAL LINE IN
PLANTING AREA, 6" FROM EDGE OF
HARDSCAPE, TYP.
IRRIGATION NOTES
1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION
SCHEDULES AND NOTES.
2.SEE SHEET LI-0.02 FOR CA MWELO
CALCULATIONS
59
IRRIGATION SCHEDULE (THIS SHEET)
SYMBOL DESCRIPTION
BUBBLERS / DRIP EMITTERS
SHRUB BUBBLER
6 GPH POINT SOURCE EMITTER
VALVES
CONTROL VALVE
MASTER VALVE
GATE VALVE
PIPE
MAINLINE
LATERAL LINE
SLEEVES
POINT OF CONNECTION
POINT OF CONNECTION
BACKFLOW PREVENTER
QUICK COUPLER - RECLAIMED
CONTROLLER
CONTROLLER
MISCELLANEOUS
FLUSH VALVE
PULL BOX
FLOW SENSOR
**SEE SHEET LI-0.01 FOR COMPLETE
IRRIGATION SCHEDULE
PB
F
POC
CC
555
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION PLAN
STA. 15+00.00 TO STA. 20+00.00
LI-1.03
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
VV++++++VVV
V
V
VVV++++++++++++++++(E)(E)(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)
(W)
(W)
(W)
(W)(W)(W)(W)(W)(W)(W)(W)(W)
(W)(E)VV
V
+15+00
+16+00
+
17+00
+
18+00
+
19+00
+
20+00
+
++++
(E)
(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)
(E)
(E)
(E)
585
580 570565 575595555
560
560565
++++++++++++++++
++VVVVVVVVVVVVVVVVVVWV WV
FH
EMH
WM
ELEC
GM
ELEC
UP WM
WM
GUY
UP
UP
UP
TMH
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(OH
)
(OH
)
(OH
)
AW
AW
AW
AW
AW
AW AW AW AW AW AW AW
AW
AWHWY 23(SOUTHBOUND(2)6" OVER
15"
CM
P
(OH)(OH)(OH)(OH)(OH)575
570
565 585565570
575
560
555
550
560565
(OH)
5
4
5
545
550
555
550 545560
555(2)8" SDMARKER
HB
UP
UP
HB
GUY
DI
DIDI
+++545 SDSD(OH)(OH)(OH)(OH)(OH)(OH)
DETAILED TOPO
FOR NEW
DRIVEWAY AND
STORMDRAIN
OUTFALL
DETAILED TOPO - IS
THERE REALLY A
PIPE HERE?565545
560
550570575
580
585
590
595600
GUYSDSD 565EE(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)
(G)
(G)
(G)(G)(G)(G)(G)
(G)SDSDE
E
E
E E E E E E E E E E E E E E E E E E E
E
E
E
(T)(T)(E)(E)12" PEP
4'-3"
2'-3"
4'-2"
3'-11"
PRINCETON AVENUE
POC CPBF
PB
A4
1.00 in
9.00
HZ4
A5
1.00 in
7.60
HZ5
0 20 40 FTMATCHLINE- STA. 15+00SEE SHEET LI-1.02MATCHLINE- STA. 20+00SEE SHEET LI-1.04IRRIGATION POINT OF CONNECTION ‘A’ NEW 2" WATER
METER-STATIC PRESSURE 86 PSI (PER VENTURA COUNTY
WATERWORKS NO. 1 ON 09/12/2019, TOM BANDAGSKI
(805)378-3023). COORDINATE WITH VENTURA COUNTY
WATERWORKS NO. 1. NEW 2" BACKFLOW PREVENTER
AND APPURTENANCES. CONTRACTOR TO CONFIRM
PRIOR TO IRRIGATION INSTALLATION AND REPORT
DISCREPANCES TO CITY REPRESENATIVE.
IRRIGATION CONTROLLER PEDESTAL 'A': INSTALL
ENCLOSURE PER IRRIGATION LEGEND. LOCATE PEDESTAL
AT BACK OF WALK WITHIN CITY R.OW. CONTRACTOR TO
PROVIDE PULL BOX AND CONDUIT FRUN FROM S.C.E.
POWER SOURCE TO NEW PEDESTAL. FINAL LOCATION
SHALL BE AS DEFINED BY S.C.E. AND APPROVED IN THE
FIELD BY A CITY REPRESENTATIVE.
PROPOS
E
D
R.O.W.
PROPOS
E
D
R.O.W.CALTRANS R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.CALTRANS R.O.W.INSTALL MAINLINE AND LATERAL LINE IN
PLANTING AREA, 6" FROM EDGE OF
HARDSCAPE, TYP. DIRECTIONAL BORE UNDER ROADWAY
PER NOTE #20, SHEET LI-0.01
IRRIGATION NOTES
1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION
SCHEDULES AND NOTES.
2.SEE SHEET LI-0.02 FOR CA MWELO
CALCULATIONS
60
IRRIGATION SCHEDULE (THIS SHEET)
SYMBOL DESCRIPTION
BUBBLERS / DRIP EMITTERS
SHRUB BUBBLER
6 GPH POINT SOURCE EMITTER
VALVES
CONTROL VALVE
MASTER VALVE
GATE VALVE
PIPE
MAINLINE
LATERAL LINE
SLEEVES
POINT OF CONNECTION
POINT OF CONNECTION
BACKFLOW PREVENTER
QUICK COUPLER - RECLAIMED
CONTROLLER
CONTROLLER
MISCELLANEOUS
FLUSH VALVE
PULL BOX
FLOW SENSOR
**SEE SHEET LI-0.01 FOR COMPLETE
IRRIGATION SCHEDULE
PB
F
POC
CC
556
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION PLAN
STA. 20+00.00 TO STA. 30+00.00
LI-1.04
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
VV++++++++++++++V
V
V
(E)(W)
(W)
(W)
(W)
(W)
(W)
(W)(W)(W)(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)
(W)
(W)(W)(W)(W)(W)(E)(E)V(W)(W)(W)+
25+0
0
+
26+00
+
27+00
+28+00
+29+00
+30+00
+
+
+
+
+
(E)
(E)
(E)
(E)
(E)
(E)
(E)580580
565
570
560
560 575S
OHWVVVVVV
VVVVV+++++++++++++++++
+
EEE
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UP
UP
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WM
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UP
RISER
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#679836E
GM NOGALES AVENUE(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(G)
(G)
(G)
(G)
(G)
(G)(G)(G)(G)
(G)
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S
S
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E
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56
5
575
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0 575580585590595
600
570
565
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AVENUE
0 20 40 FTMATCHLINE- STA. 25+00SEE ABOVELIMIT OF WORKLANDSCAPE PLANS- STA. 30+00PROP
O
S
E
D
R.O.
W
.
PROPOSE
D
R.O.W.
INSTALL MAINLINE AND LATERAL LINE IN
PLANTING AREA, 6" FROM EDGE OF
HARDSCAPE, TYP. VV++++V V
++++++++++++++++++++++++++++++++++++++++++
+++(W)(W)(W)
(W)
(W)
(W)
(W)
(W)
(W)(W)(W)(W)
(W)
(W)
(W)
(W)
(W
)
(W)
(W)
(W)
(W)
(W)(W)(W)(W)
(W)(W)(W)(W)V+20+00
+21+00
+
22+00
+
23+00
+
24+0
0
+
25+00
+
+
+
+
+(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)(E)(E)
570
560
560VV
VV
VVVVVVVVVVVVVV
VVVV
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AW
AW
AW
AW
AW
AW AW
AW
AW
AW
AW
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O
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(G)
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(G)
(G)
(G)
(G)
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E
E
E
E
E
E
E
E
E
E
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E
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E
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(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)
(G)(G)(G)SDSD(T)(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
(T)
565
570
575
570
565560
575
565
3'-0"
2'-1"
A6
1.00 in
15.90
HZ6
A7
1.00 in
15.25
HZ7 A8
1.00 in
6.10
HZ8
0 20 40 FTMATCHLINE
-
STA
.
20+00SEE SHEET
L
I
-1
.03MATCHLINE- STA. 25+00SEE BELOWPROPO
S
E
D
R.O.W.CALTRANSR.O.W.CALTRANSR.O.W.CALTRANS R.O.W.
INSTALL MAINLINE AND
LATERAL LINE IN PLANTING
AREA, 6" FROM EDGE OF
HARDSCAPE, TYP.
IRRIGATION NOTES
1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATION
SCHEDULES AND NOTES.
2.SEE SHEET LI-0.02 FOR CA MWELO
CALCULATIONS
61
IRRIGATION SCHEDULE (THIS SHEET)
SYMBOL DESCRIPTION
BUBBLERS / DRIP EMITTERS
SHRUB BUBBLER
6 GPH POINT SOURCE EMITTER
VALVES
CONTROL VALVE
MASTER VALVE
GATE VALVE
PIPE
MAINLINE
LATERAL LINE
SLEEVES
POINT OF CONNECTION
POINT OF CONNECTION
BACKFLOW PREVENTER
QUICK COUPLER - RECLAIMED
CONTROLLER
CONTROLLER
MISCELLANEOUS
FLUSH VALVE
PULL BOX
FLOW SENSOR
**SEE SHEET LI-0.01 FOR COMPLETE
IRRIGATION SCHEDULE
PB
F
POC
CC
557
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION DETAILS
LI-2.01
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
62
FLOW
1
LEGEND:
FINISH GRADE
BARK MULCH
VALVE BOX
PVC MAINLINE
FLOW SENSOR PER LEGEND
PROVIDE BRICK FOR BASE SUPPORT
WIRES FROM FLOW SENSOR TO CONTROLLER PER MANUFACTURES SPECIFICATIONS
6" MIN. PEA GRAVEL DRAIN SUMP
4
2
3
1
NOTES:
1.INSTALL VALVE BOX 1" ABOVE TOP OF MULCH2.WRAP ALL THREADED FITTINGS WITH TEFLON TAPE
2
3
5
4 5
6
7
6
8
7
818" MIN.6"FLOW SENSOR
Scale: 3/4" = 1'-0"D
Resolution 2012-3096
Page 86
6AGl<fI=L.OY'll P~I!VI!NTI!!~ ~I!TAIL. (PL.ATI!! ~-3)
City of Moorpark
Community Development
Department
Backflow
Preventer Deta iI Plate 2-3
BACKFLOW PREVENTER DETAIL
N.T.S.B
Resolution 2012-3096
Page 84
~
7
,
7
TNIe WR5 TO RIS£R
KEY
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o WATER ~ ePOXY ~~
0"TAe.
O VIL~ ~ W/(,(JVff.R (11-~~
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NO.
0"-1J5t1 IN L.AMa / ~,.-IN
0~~VIt.~
7 Pit;. ~ &fJ NflPl.e.
& ~ 0 Of'''~
, ~~Plt;.aL~~
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@) MIN. -f PePT'I1 Of' "/~ WA!!ltIS> fJRINa..
® ~~ Plt;./f"L .. ~
R!!MOT!! CONTROl-VAl-V! t)!TAII-(PI-AT!! :2-1)
City of Moorpark
Community Development
Department
Remote Control
Valve Detail Plate 2-1
REMOTE CONTROL VALVE
N.T.S.A
Resolution 2012-3096
Page 87
KEY
TOP a= MJ...t.H
2. FINI£tt ~
~ LONE7~~ ~ o pvc, 5a1 &0 NIPPLE
(l....ENeJTH A5 ~)
® pvc, 5a1 At? ELL® pvc, 5a1 At? STREET ELL
CD pvc, 5a1 At? TEE ~ ELL
® pvc, LATERIL PIPE
eueeL.l!~ DeTAIL. (PL.ATI! ~-4)
d~~~-~ ~.i -~j) _ City of Moorpark Bubbler
I
!£::r; w. Yfl:Z:1. \
I Community Development Plate 2-4fY'~'" ~J Detail ~ ;J! DepartmentQ~ • ~.i~L-_ ~_-)~~...",
BUBBLER DETAIL
N.T.S.C
6"LEGEND:
KINK RESISTANT FLEXIBLE PIPE
FINISH GRADE
VALVE BOX
COMPACTED NATIVE SUBGRADE
PVC LATERAL LINE
PROVIDE BRICK FOR BASE SUPPORT
PVC MANUAL BALL VALVE
THREAD BY BARB ELBOW FITTING
6" MIN. PEA GRAVEL
NOTES:
1.INSTALL VALVE BOX 1" ABOVE FINISH GRADE OR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPE
3
2
1
6
4
9
7
5
2
3
4
5
7
6
1
9
8
8
FLUSH VALVE
Scale: 1" = 1'-0"E
LEGEND:
FINISH GRADE
VALVE BOX
COMPACTED NATIVE BACKFILL
PROVIDE BRICK FOR BASE SUPPORT
ELECTRICAL CONDUIT WITH SWEEPING ELL
6" MIN. PEA GRAVEL
ADJACENT CONCRETE
DBY-6 DIRECT BURIAL SPLICE KIT
NOTES:
1. INSTALL VALVE BOX 1" ABOVE FINISH GRADE OR FLUSH IN PAVED AREAS2. MAXIMUM WIRE SIZES PER CONNECTOR ARE 3-14'S OR 2-12'S
5
3
2
7
8
6
4
11
2
3
5
6
4
7 8
PULL BOX
Scale: 3/4" = 1'-0"F
LEGEND:
BARK MULCH
FINISH GRADE
WIRE CONNECTORS
ELECTRIC MASTER CONTROL VALVE PER LEGEND
VALVE BOX
PVC MAINLINE
PROVIDE BRICK FOR BASE SUPPORT
6" MIN. PEA GRAVEL
COMMON WIRE EXPANSION CURL
CONTROL WIRE EXPANSION CURL
NOTES:
1.INSTALL VALVE BOX 1" ABOVE TOP OF MULCH OR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPE18" MIN.6"1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
89
10
MASTER VALVE
Scale: 1" = 1'-0"G
LEGEND:
FINISH GRADE
GATE VALVE PER LEGEND
PVC SCH80 MALE ADAPTER TWO (2) REQUIRED
VALVE BOX
PVC MAINLINE
PROVIDE BRICK FOR BASE SUPPORT
6" MIN. PEA GRAVEL
NOTES:
1. INSTALL VALVE BOX 1" ABOVE FINISH GRADE OR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/ TEFLON TAPE24" MIN.6"1
3
2
6
4
7
5
1
2
3
5
6
4
7
GATE VALVE
Scale: 1" = 1'-0"H
558
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
IRRIGATION DETAILS
LI-2.02
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
63 24" MIN.1
3
4
5
6
7
8
9
10
2
LEGEND:
FINISH GRADE
QUICK COUPLER VALVE PER LEGEND
VALVE BOX
PROVIDE BRICK BASE FOR SUPPORT
COMPACTED SUBGRADE
PEA GRAVEL
SCH 80 NIPPLE
TWO 90° PVC STREET ELLS
PVC MAINLINE
SCH 80 SxT COUPLING
NOTES:
1. INSTALL VALVE BOX 1" ABOVE FINISH GRADE
OR FLUSH IN PAVED AREAS
2. WRAP ALL THREADED FITTINGS W/ TEFLON
TAPE
F.G.1
2
3
4
5
6
7
8
9
10
QUICK COUPLER
Scale: 1 1/2" = 1'-0"A
LEGEND:
ADJACENT PAVING
BASE MATERIAL
FINISH GRADE
COMPACTED NATIVE BACKFILL
SAND BACKFILL - MINIMUM 2" LAYER SAND BED BENEATH LOWEST PIPE, MINIMUM 6" FILL ABOVE HIGHEST PIPE
LOW VOLTAGE WIRING
IRRIGATION MAINLINE
IRRIGATION LATERAL LINE
SCH. 40 PVC SLEEVING FOR IRRIGATION MAINLINE AND LATERAL (ALL PIPES SLIDE EASILY W/ EXTRA SPACE)
ELECTRICAL CONDUIT FOR WIRES (ALLOW EXTRA ROOM FOR WIRE MOVEMENT)
NATIVE SUBGRADE
NOTES:
1. EXTEND ALL SLEEVING UNDERNEATH PAVING 12" MINIMUM INTO PLANTERS2. MAINLINE TRENCHING UNDERNEATH TREE DRIP LINES SHALL INCLUDE ROOT PRUNING. NO ROOT OVER 2" DIAMETER SHALL BE CUT WITHOUT APPROVAL BY THE CITY ARBORIST.
SECTION UNDER PAVING SECTION IN PLANTER24" MIN.18" MIN.6"6"6"24" MIN.8
11
11
10
11
1
4
6
3
8
9
7
2
2
3
1
4
5
9
6
7
8 5
4
5
TRENCHING
Scale: 3/4" = 1'-0"B
SS TOP ENTRY CONTROLLER ENCLOSURE
N.T.S.C
EXISTING SLOPE.
SxSxT TEE OR ELL.
LATERAL ON GRADE SHALL BE UVR PIPE (SET
ABOVE BASIN)
TWO 90° PVC STREET ELLS.
RISER PER IRRIGATION SCHEDULE
POINT SOURCE EMITTERS - 1/2" THREADED
CONNECTION.
#3 REBAR J-HOOK 10' O.C.
MAX. 1:1 CUT SLOPE @ BACK OF SHRUB.
BASIN FINISH GRADE.
4" HIGH WATERING BASIN.
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
10
9
10
LEGEND:
NOTE:
1.REFER TO IRRIGATION SCHEDULE
FOR MATERIAL MODELS AND
MANUFACTURERS.
2.STAKE RISERS WITH 6", 9 GAUGE
GALVANIZED TIE DOWN STAKES
POINT SOURCE DRIP EMITTER ON SLOPE'
Scale: 3/4" = 1'-0"E
1
LEGEND:
2
3
4
52
4
5
6
PLACE EMITTER 9" MAX FROM PLANT
STEM. SEE ENLARGEMENT
DIFFUSER BUG CAP
UNIVERSAL 1/4" TUBING STAKE
1/4" DISTRIBUTION TUBING
TOP OF MULCH
PRESSURE-COMPENSATING MODULE
BARB INLET X BARB OUTLET EMITTER
17MM TUBING PER IRRIGATION LEGEND
FINISH GRADE
F.G.
9" MIN.
SECTION
ENLARGEMENT
1
3
8
6
7
7
8
POINT SOURCE DRIP EMITTER
Scale: 1 1/2" = 1'-0"D
559
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
PLANTING NOTES & SCHEDULE
LP-0.01
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
PLANTING NOTES
1.ALL PLANTED AREAS SHALL BE THOROUGHLY RIPPED TO A DEPTH OF 8", USING RIPPER WITH TEETH NO WIDER THAN 12" O.C. WHERE
POSSIBLE. THE RIPPING SHOULD BE DONE IN TWO DIRECTIONS TO REDUCE THE COMPACTION WHICH OCCURS AS A RESULT OF
CONSTRUCTION.
2.THE CONTRACTOR SHALL COLLECT A MINIMUM OF EIGHT SOIL SAMPLES FROM NEW PLANTING AREAS FOR AGRONOMIC TESTING &
AMENDMENT RECOMMENDATIONS FROM FRUIT GROWERS LAB @ (805) 392-2000. RESULTS SHALL BE TRANSMITTED TO CLIENT AND
LANDSCAPE ARCHITECT OF RECORD. SOIL MANAGEMENT REPORT RECOMMENDATIONS SHALL ADDRESS THE FOLLOWING AT A
MINIMUM: SOIL TEXTURE, SOIL INFILTRATION RATE, SOIL PH, AND SUGGESTED AMENDMENTS BASED UPON PROPOSED PLANTING PALETTE.
SEE SPECIFICATIONS.
3.FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS
PER 1,000 SQUARE FEET OR PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL
4.ALL AMENDMENTS TO BE APPLIED PER SOIL MANAGEMENT REPORT, OR IF NO TECHNIQUE IS SPECIFIED, THEN MIXED TOGETHER AND
ROTOTILLED INTO PLANTING AREAS TO A DEPTH OF 6". (UNTIL RESULTS OF SOIL MANAGEMENT REPORT ARE OBTAINED, THE FOLLOWING
AMENDMENTS MAY BE USED FOR BID PURPOSES ONLY. RESULTS OF SOILS ANALYSIS SUPERSEDE THESE QUANTITIES):
5 LBS/1000 SF POTASSIUM SULFATE
5 LBS/1000 SF AMMONIUM SULFATE
5 LBS/1000 SF SINGLE SUPERPHOSPHATE OR EQ.
80 LBS/1000 SF AGRICULTURAL GYPSUM
6 CY GENERAL PURPOSE SOIL AMENDMENT
5.BACKFILL PER CY FOR CONTAINER PLANTS (BACKFILL MIX PROVIDED FOR BID PURPOSES ONLY. RESULTS OF SOILS ANALYSIS SUPERSEDE
THESE QUANTITIES):
1/4 LB POTASSIUM SULPHATE
1/4 LB AMMONIUM SULPHATE
1/5 LB SINGLE SUPERPHOSPHATE OR EQ.
4 LBS AGRICULTURAL GYPSUM
5 PARTS BY VOLUME NATIVE SOIL
1 PART BY VOLUME AQUINAGA TURF PLUS
6.GRO-POWER PLANTING TABLETS PLACED 2 INCHES DEEP AND 2" OUTSIDE ROOT BALL: (3) PER 1 GAL; (9) PER 5 GAL; (15) PER 15 GAL,
(24) PER 24" BOX AND (24) PER 36" BOX
7.ALL TREES WITHIN 5 FT. OF PAVEMENT TO HAVE CENTURY PRODUCTS LINEAR CP36-2 'POLYETHYLENE' ROOT BARRIERS INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS 1 1/2" OFF BACK OF CURB OR EDGE OF PAVEMENT. ROOT BARRIER TO BE INSTALLED AT BACK
OF HARDSCAPE, IN 10 FOOT PANELS CENTERED ON THE TREE TRUNK, (NOT IN CIRCLE AROUND ROOT BALL).
8.PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER
QUANTITY DESIGNATED.
9.A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS,
CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRADICTORY.
10.MULCH SHALL BE ES-2 MULCH FROM AGROMIN PREMIUM SOIL PRODUCTS (805) 482.8749. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT
OF RECORD FOR APPROVAL.
11.SEE SHEET, LP-2.01 FOR ALL PLANTING DETAILS
12.ALL SEEDING TO BE HYDROSEED.
HYDROSEEDING SLURRY COMPONENTS LBS/ACRE
CONWED 1000 WOOD FIBER MULCH 2000
HYDROPOST PREMIUM COMPOST 1000
ECOLOGY CONTROLS M-BINDER/TACK 100
BIOSOL MIX 7-2-3 ORGANICA FERTILIZER 300
AM 120 MYCORRIHIZAL INOCULUM 60
64
PLANT SCHEDULE - VINES/GROUNDCOVER
SYMBOL QTY LATIN NAME COMMON NAME WUCOLS SIZE
VINES
73 Distictis buccinatoria Scarlet Trumpet Vine M 5 gal
111 Parthenocissus tricuspidata
'Veitchii'Boston Ivy M 5 gal
GROUNDCOVER
440 Baccharis pilularis 'Pigeon
Point'Dwarf Coyote Bush L 5 gal
180 Ceanothus griseus horizontalis
'Yankee Point'Yankee Point California Lilac L 5 gal
560
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
PLANTING PLAN
STA. 1+00.00 TO STA. 10+00.00
LP-1.01
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
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R.O.W.
PLANTING NOTES
1.SEE SHEET LP-0.01 FOR DETAILED PLANTING
SCHEDULES AND NOTES.
65
561
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
PLANTING PLAN
STA. 10+00.00 TO STA. 15+00.00
LP-1.02
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
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PROPOSED R.O.W.
PLANTING NOTES
1.SEE SHEET LP-0.01 FOR DETAILED PLANTING
SCHEDULES AND NOTES.
66
562
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
PLANTING PLAN
STA. 15+00.00 TO STA. 20+00.00
LP-1.03
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
VV++++++VVV
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E
E
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(T)(T)(E)(E)12" PEP
4'-3"
2'-3"
4'-2"
3'-11"
PRINCETON AVENUE
0 20 40 FTMATCHLINE- STA. 15+00SEE SHEET LP-1.02MATCHLINE- STA. 20+00SEE SHEET LP-1.04PROPOS
E
D
R.O.W.
PROPOS
E
D
R.O.W.CALTRANS R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.CALTRANS R.O.W.PLANTING NOTES
1.SEE SHEET LP-0.01 FOR DETAILED PLANTING
SCHEDULES AND NOTES.
67
563
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
PLANTING PLAN
STA. 20+00.00 TO STA. 30+00.00
LP-1.04
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
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0 20 40 FTMATCHLINE
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S
E
D
R.O.W.CALTRANSR.O.W.CALTRANSR.O.W.CALTRANS R.O.W.
PLANTING NOTES
1.SEE SHEET LP-0.01 FOR DETAILED PLANTING
SCHEDULES AND NOTES.
68
564
PUBLIC WORKS DEPARTMENT
CITY OF MOORPARK
DRAWING NO.
SHEET
OF
SPEC. NO.
ENGINEERING
PROJECT NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATE MOORPA R K CALIF
O
R
NI
AINCOR
P
O
RATED J U L Y 11983ENGINEERING REVIEWED BY:
DATE
69
MZ
BM
CITY ENGINEER/PUBLIC WORKS DIRECTOR
SEAN CORRIGAN PE 39479
EXPIRATION DATE 12-31-2019
PRINCETON AVENUE
PLANTING DETAILS
LP-2.01
461 E. Main Street
Ventura, Ca 93001
805.644.9697 www.pc-ld.comMICHAEL Z IELS
D
ORF#6044 TEA
R
C
H
Renewal Date
Date
D
SignatureECILLANNSED CS APCE
T10/31/21
I
MIN.
OVERLAP
6"NOTES:
1.OVERLAP JUTE NETTING 3' MINIMUM AT THE TOP AND BOTTOMOF ROLLS. OVERLAP 4" MINIMUM ALONG EDGES OF ROLLS. 2.12" MAX. SPACING OF STAPLES ALONG SLOPE CONTOUR ATTOP AND BOTTOM OF SLOPE AND AT OVERLAPPED ROLL ENDS;5' MAX SPACING DOWNSLOPE.3.EXTEND NETTING TO EDGES OF MANUFACTURED SLOPES
6"
LEGEND:
METAL STAPLES, 6" MIN. LENGTH
JUTE NETTING, SMOLDER RESISTANT, UNIFORM, OPEN, PLAIN WEAVE, UNDYED AND UNBLEACHED SINGLE JUTE YARN, 1.2 LBS/LINEAR YARD, FURNISHED IN 48" WIDTH ROLLS.
ADJACENT FINISH GRADE
BACKFILL W/ SITE SOILAND COMPACT 6" X 6" TRENCH AT TOP OF SLOPE; SECURE NETTING AT BOTTOM OF TRENCH W/ ROW OF STAPLES; OVERLAP JUTE 6" MIN OVER TOP OF TRENCH AND SECURE W/ ROW OF STAPLES
BACKFILL W/ SITE SOIL AND COMPACT 6" X 6" TRENCH AT BOTTOM OF SLOPE; STAPLE NETTING AT BOTTOM OF TRENCH
TOP OF
SLOPE
BOTTOMOF SLOPE
1
2
3
4
5
1
2 3
4
5
JUTE NETTING
Scale: 3/8" = 1'-0"C
1
LEGEND:
GROUNDCOVER TO BE
PLANTED IN FLATS, CUTTINGS,
LINERS OR 1 GALLON
CONTAINERS PER PLANS.
SOIL PREPARATION- REFER TO
PLANTING NOTES
2
NOTES:
1.REFER TO PLANTING NOTES FOR
ADDITIONAL SPECIFICATIONS
1
2
XX XXSQUARE SPACING TRIANGULAR SPACING
X
X SQ. FT. PLANTS WILL COVER
64 PLANTS 100 PLANTS
4"7 S.F.11 S.F.
6"16 S.F.25 S.F.
8"28 S.F.44 S.F.
10"45 S.F.70 S.F.
1'0"64 S.F.100 S.F.
1'3"100 S.F.156 S.F.
1'6"144 S.F.225 S.F.
2'0"256 S.F.400 S.F.
GROUNDCOVER PLANTING
Scale: 1/2" = 1'-0"A
Resolution 2012-3096
Page 83
o
KEY
CD PERMAl-.ENf ~N.
® EXI5r1f'.e €i.OPE
® r>Aa<FLL (PER '5OL5 REPtRr) o ~ROOf~
® AElRIFORM fll..,6Nf TAtJ5 OR ~.
(I PER H'IL. 2. PER ~IL.
4 PER 15--61L. II PER WJ( U)NTA1N:R)
et-+~UB ON eL..ope PL.AN"I"INCS DeTAIL.. (pL.ATe 1-e)
City of Moorpark
Community Development
Department
Shrub Planting
on Slope Detail Plate 1-5
SHRUB PLANTING ON SLOPE
N.T.S.B
69
565