HomeMy WebLinkAboutAGENDA REPORT 2021 0602 CCSA REG ITEM 10MCITY OF MOORPARK, CALIFORNIA
City Council Meeting
of June 2, 2021
ACTION APPROVED STAFF
RECOMMENDATION.
M. Consider the Design Specifications and Authorization to Advertise for Bids for
the 2021 Sidewalk Rehabilitation Project (MPK 21-01). Staff
Recommendation: 1) Approve Specification No. MPK 21-01 for the 2021
Sidewalk Rehabilitation Project; and 2) Authorize staff to advertise to obtain
construction bids. (Staff: Daniel Kim)
Item: 10.M.
MOORPARK CITY COUNCIL
AGENDA REPORT
TO: Honorable City Council
FROM: Daniel Kim, City Engineer/Public Works Director
DATE: 06/02/2021 Regular Meeting
SUBJECT: Consider the Design Specifications and Authorization to Advertise
for Bids for the 2021 Sidewalk Rehabilitation Project (MPK 21-01)
BACKGROUND
On April 29, 2020, the City Council authorized staff to allocate remaining funds from Tax
Allocation Bonds issued in 2006 to undertake Capital Improvement Projects that benefit
the former Redevelopment Agency Project Area (Attachment 1). The approved and
appropriated allocation of funds are as follows:
Project Description Amount
Millard Drain – Capital Professional Services $250,000
High Street Streetscape – Infrastructure $1,420,000
High Street Streetscape – Capital Professional Services $80,000
Sidewalk Rehabilitation for RDA Project Area – Infrastructures $273,324
Total $2,023,324
Staff has taken an inventory of sidewalk locations in the Project Area that are in need of
rehabilitation and prepared Design Specifications and Bid Documents for the
construction of the sidewalk improvements. Staff is seeking City Council’s
consideration for the proposed scope of improvements, Design Specifications, and Bid
Documents.
DISCUSSION
Sidewalk maintenance and rehabilitation is an on-going effort performed by the Public
Works maintenance staff. There are many factors that contribute to sidewalk damage
such as expansive soil and settlement, tree root intrusion, heavy weight bearing forces,
sub-standard construction quality, and drainage deficiencies. Sidewalks, like many
public facilities, are subject to useful life and natural wear and tear conditions that
Item: 10.M.
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Honorable City Council
06/02/2021 Regular Meeting
Page 2
require on-going maintenance and repair. Public Works staff maintains a citywide
sidewalk inventory of locations that need maintenance. The scale and scope of
maintenance range from minor patching, grinding edge panels, and ramping
separations to full replacement of concrete panels and the adjoining curb and gutter.
In 2017, the City contracted with Disability Advisory Consultants to identify sidewalk
locations that are in need of maintenance or repair. Public Works staff referenced the
location list prepared by Disability Advisory Consultants with our internal inventory and
determined a recommended sidewalk location list for the 2021 Sidewalk Rehabilitation
Project. The proposed sidewalk rehabilitation and improvements will focus on damaged
and crushed concrete sidewalk panels, separations that pose potential hazards, and
associated work such as curb and gutter replacement within the public right-of-way.
The recommended sidewalk locations for rehabilitation are specified in Attachment 2
and are limited to the former Redevelopment Agency Project Area. The proposed work
will consist of approximately 14,000 square feet of concrete sidewalk replacement and
500 lineal feet of curb and gutter replacement.
Staff has prepared and reviewed the Design Specifications and Bid Documents
(Attachment 3) for the proposed improvements and has determined that the documents
were prepared in accordance with reasonable, professional engineering judgment, and
with due consideration for public safety. The public may review the documents at the
Public Counter at City Hall.
The tentative project schedule is as follows:
Plans and Specifications Approval 6/02/2021
Advertise for bids 7/01/2021
Bid Opening 7/30/2021
Award of Construction Contract 9/01/2021
Notice to Proceed 10/01/2021
Construction Completion 12/01/2021
At this juncture, staff has finalized the scope of work and the project Design
Specifications and is requesting approval from the City Council to solicit bid proposals
from qualified construction contractors. Sidewalk rehabilitation projects on residential
and commercial streets can be impactful to residents and business owners. Staff will be
considering these factors for construction scheduling and sequencing.
FISCAL IMPACT
Staff will return to City Council for bid award and construction schedule. The project is
identified in the City’s Capital Improvement Program as CIP M0050. The primary
funding source for the project will come from Fund 3005, Tax Allocation Bonds (3005-
311-M0050-55200), with the appropriated funding amount of $273,324. In the event
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Honorable City Council
06/02/2021 Regular Meeting
Page 3
that the fund allocations are insufficient to complete the scope of work, staff may use
TDA Article 8A funds (local streets and roads construction and maintenance) to fund the
shortfall.
COUNCIL GOAL COMPLIANCE
This action is consistent with City Council Strategy 3, Goal 2, Objective 1 (3.2.1):
Develop spending plan for use of former Moorpark Redevelopment Agency 2006 Tax
Allocation Bonds for presentation to City Council by December 31, 2019.
STAFF RECOMMENDATION
1. Approve Specification No. MPK 21-01 for the 2021 Sidewalk Rehabilitation
Project; and
2. Authorize staff to advertise to obtain construction bids.
Attachment 1: Redevelopment Agency Project Area
Attachment 2: Sidewalk Locations (Appendix D, Specification No. MPK 21-01)
Attachment 3: Specification No. MPK 21-01
381
Moorpark Redevelopment Project Implementation Plan 2010-2014 6 Figure 1 – Project Area MapATTACHMENT 1:, " ffi 8: MEADOW il' DARLENE ELWIN z ~ " Boundaries shown are for general reference and illustrative purposes only. Not intended to be a legal description of the metes and bounds. i ::_j Moorpark City Limits M Freeways KNOTTY PIN~ CLOVEROA\.e ANNETTE' i< 0 ;:J '.'I 1il iii Iii E\..l<RUl'l ,g " .. gl,l\f'TflUti 'Z ~ t\ 81£ARFt:Nc,: ~?], ;5 BoNITA HEIGHTS ~ ~ VISTA LEVAN A ...J ~ :3 g i:H PEACH HILL ~ L.AURELHURST 0 .A.l" Railroads 2,000 1,000 D Moorpark Redevelopment Project Area ee <,,,_ -,,\ \ C(;s ''"b_., \ 2,000 s ""-Rou0,-,.0 i £ -,,"' ~ \ 9 1¾. ~ p.Ef.0\£'¥ 1 \: 5 "% CAMPlJSPARI( ~ Gi "'111<Rs STANFORD ~ 0 ~ .,, r z 1 t ,,, .. z ~ z il' FAIRWEATHER(• - • -• -• -Prepared By: Urban Futures, Inc. Base Map Source: City of Moorpark Date: 11/06/09 File: MP _PA_lmpPln.mxd 382
Street Name Address No./Location Street Name
Avenida Colonia 14490 High Street 313
Bard Street 337 313
350 325
Charles Street 137 325
148 349
184 349.5
229 415
450 Millard Street 89
445 159
Diablo Avenue 650 Poindexter Avenue 165
651 5560‐B
Dorothy Avenue 256 11910
320 Princeton Avenue 157' NE of spring road
332 193' NE of spring road
334 226' NE of spring road
348 Roberts Avenue 319
436 368
447 411
467 Ruth Avenue 285
Esther Avenue 251 Sarah Avenue 255
278 269
330 312
463 328
First Street 80 337
Harry Street 350 342
High Street 179 349
179 358
179 359
17 372
75 394
105 413
105 423
105 435
165 447
165 448
165 Second Street 65
179 137
179 436
179 Shasta Avenue 70
197 113
255 163
255 188
313 220
313 237
Appendix D ‐ Locations
Sidewalk Remove and Replace
2021 Sidewalk Rehabilitation Project
ATTACHMENT 2
Specification No. MPK 21‐01
Address No./Location
383
Specification No. MPK 21‐01
Street Name Address No./Location Street Name Address No./Location
Shasta Avenue 250 Charles Street 184
263 Charles Street NE corner/Bard Street
387 High Street 17
463 184
Sherman Avenue 239 75
367 105
Sierra Avenue 148 105
180 105
187 165
488 165
648 165
Spring Road 111' NE of LA Avenue 179
502‐588 179
Susan Avenue 283 179
292 197
312 255
328 255
341 313
357 313
382 313
447 313
448 325
Third Street 97 325
137 349
Virginia Colony Avenue 14395 349.5
Walnut Street 702 415
760 415
Whitney Avenue 163
210
290
312
Curb and Gutter Remove and Replace
Appendix D ‐ Locations
Sidewalk Remove and Replace
2021 Sidewalk Rehabilitation Project384
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
NOTICE TO BIDDERS, CONTRACT PROPOSAL, AND SPECIFICATIONS
FOR THE CONSTRUCTION OF
2021 SIDEWALK REHABILITATION PROJECT
RDA AREA
Specification No. MPK 21-01
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
AT 3:00 P.M.
Prices:
Online No charge
Picked Up $30.00
Mailed $40.00
City Clerk
799 Moorpark Avenue
Moorpark, CA 93021
(805) 517-6223
ATTACHMENT 3
385
Specification No. MPK 21-01
1 2021 Sidewalk Rehabilitation Project
CITY OF MOORPARK
CONSTRUCTION DOCUMENTS
FOR
NAME: 2021 Sidewalk Rehabilitation Project
LOCATION: Redevelopment Area (RDA)
SPECIFICATION NO.: MPK 21-01
DATE: May 21, 2021
PREPARED BY:
_________________________________
Daniel Kim, P.E.
City Engineer/Public Works Director
City of Moorpark
386
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
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:
Daniel Kim
City Engineer/Public Works Department
City of Moorpark
799 Moorpark Avenue
Moorpark, CA 93021
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, 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):
2021 SIDEWALK REHABILITATION PROJECT
SPECIFICATION NO. MPK 21-01, RDA AREA
Sealed Bids – Do Not Open With Regular Mail
Bids to be opened at 3:00 p.m. on TBD
1111
387
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
3
TABLE OF CONTENTS
Notice Inviting Sealed Bids ........................................................................... Page 4
Bid Terms and Conditions ............................................................................ Page 8
Proposal ....................................................................................................... Page 16
Documents for Execution by Successful Bidder ........................................... Page 39
Agreement / Bonds / Insurance / Etc. ........................................................... Page 41
Standard Specifications ................................................................................ Page 71
Special Provisions ........................................................................................ Page 86
900 Special Conditions ....................................................................... Page 87
901 Special Construction Requirements ............................................. Page 91
902 Traffic Control, Construction Signing & Traffic Maintenance ........ Page 96
903 Stormwater Pollution Control ........................................................ Page 100
904 Remove & Replace Asphalt Concrete .......................................... Page 102
905 Protect Survey Monumentation .................................................... Page 104
906 Portland Cement/Concrete Improvements ................................... Page 105
907 Coordination with Affected Residents, Businesses, Utilities,
and Schools ................................................................................. Page 107
908 Release on Contract .................................................................... Page 108
Appendices .................................................................................................. Page 109
List of Appendices ........................................................................................ Page 110
Appendix A: Release on Contract
Appendix B: Notice to Property Owners and Residents
Appendix C: Standard Plans and Details
Appendix D: Project Area and Locations
Appendix E: Ventura County Air Pollution Control Board Rule 55, Fugitive Dust
Appendix F: Encroachment Permit Application and Standard Conditions
Appendix G: Quality Assurance Program
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Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
4
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
NOTICE INVITING SEALED BIDS
FOR
2021 SIDEWALK REHABILITATION PROJECT
SPECIFICATION NO. MPK 21-01
389
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
5
NOTICE INVITING SEALED BIDS
Pursuant to statute and to the authorization approved by the Council of the City of
Moorpark, California, on June 2, 2021, and on file in the office of the City Clerk of said
City, NOTICE IS HEREBY GIVEN that sealed bids for the 2021 Sidewalk
Rehabilitation 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, 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 proposed improvements primarily consist of replacement and reconstruction of
approximately 14,000 square feet of concrete sidewalk, 500 linear feet of concrete curb
and gutter, and related work along local city streets. The proposal shall be submitted,
and the work shall be performed by a Class A, State of California, licensed contractor
and in strict conformance with the plans and specifications, as approved by the City
Council on June 2, 2021 and now on file with the City Engineer/Public Works
Department 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 $30, 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.
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 its share of the contractor’s
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Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
6
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 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.
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Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
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The Contractor may substitute securities for retention monies pursuant to Public
Contract Code, Section 22300.
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Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
8
CITY OF MOORPARK
CITY ENGINEER/PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
BID TERMS AND CONDITIONS
FOR
2021 SIDEWALK REHABILITATION PROJECT
SPECIFICATION NO. MPK 21-01
393
Specification No. MPK 21-01
9 2021 Sidewalk Rehabilitation Project
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 21-01
2021 Sidewalk Rehabilitation Project
10
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.
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
California. All bid bonds or substitutes therefore will be returned upon timely execution
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Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
11
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 21-01
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12
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) 517-6233.
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 21-01
2021 Sidewalk Rehabilitation Project
13
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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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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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.
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CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
PROPOSAL
FOR
2021 SIDEWALK REHABILITATION PROJECT
SPECIFICATION NO. MPK 21-01
CONTRACTOR NAME: _________________________________
SUBMIT PAGES 16 THROUGH 38 FULLY EXECUTED WITH THIS PROPOSAL
I I
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LIST OF DOCUMENTS
TO BE SUBMITTED WITH PROPOSAL
FOR
2021 SIDEWALK REHABILITATION PROJECT
Bid Proposal Cover Page .............................................................................. Page 16
List of Documents to be Submitted with Proposal .......................................... Page 17
Proposal Sheet ............................................................................................... Page 18
Instructions for Signing Proposal, Bonds, and Contract ................................. Page 19
Contractor’s Proposal Statement ................................................................... Page 20
Proposed Schedule of Work and Prices ......................................................... Page 22
Bidder’s Bond to Accompany Proposal .......................................................... Page 25
Form to Accompany Bid Bond ........................................................................ Page 26
Statement of Bidder’s Qualifications and References .................................... Page 27
Statement of Bidder’s Past Contract Disqualifications .................................... Page 29
Questionnaire Regarding Subcontractors ...................................................... Page 30
Bidder’s Statement of Subcontractors and Material Fabricators .................... Page 31
Non-Collusion Affidavit ................................................................................... Page 33
Equal Employment Opportunity Certificate ..................................................... Page 34
Debarment and Suspension Certification
Title 49, Code of Federal Regulations Part 29 ............................................ Page 35
Industrial Safety Record Form ........................................................................ Page 36
Compliance with Environmental, Health, and Safety Standards .................... Page 37
Addenda Acknowledgement Form ................................................................. Page 38
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DEPARTMENT OF PUBLIC WORKS
PROPOSAL
FOR
2021 SIDEWALK REHABILITATION PROJECT
Specification No.: MPK 21-01
Bids to be received on: TBD, at 3:00 p.m.
Completion Time: 40 Consecutive Working Days after Receipt of Notice to Proceed
Liquidated Damages: $1,000 per Calendar Day
Number of Pages in Proposal: 25
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.
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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.
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CONTRACTOR'S PROPOSAL STATEMENT
FOR
2021 SIDEWALK REHABILITATION 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
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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
Federal Tax Identification Number:
ALL SIGNATURES MUST BE NOTARIZED
(ATTACH OR AFFIX EXECUTED ACKNOWLEDGEMENT FORM, AND
CORPORATE SEAL IF APPLICABLE)
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PROPOSED SCHEDULE OF WORK AND PRICES
FOR
2021 SIDEWALK REHABILITATION PROJECT
Item
No.
Payment
Ref. Item Description Unit Quantity Unit Price Amount
1 902-8 Traffic Control LS 1
2 903-2 Storm Water Pollution
Control LS 1
3 904-6 Remove and Replace 4” AC SF 1,000
4 906-5 Remove and Replace PCC
Sidewalk SF 14,000
5 906-5 Remove and Replace PCC
Curb and Gutter LF 500
6 907-2 Coordination with Residents,
Schools, Business LS 1
7 908-2 Release on Contract LS 1 $1.00 $1.00
Total Amount of Bid for Schedule: $
(Price in words)
Contractor’s Name: ___________________________
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PROPOSED SCHEDULE OF WORK AND PRICES
2021 SIDEWALK REHABILITATION 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: $_____________
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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
ALL SIGNATURES MUST BE NOTARIZED
(Attach or Affix Executed Acknowledgement Form)
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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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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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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:
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.
Reference No. 1
Customer Name:
Contact Individual: Phone No.
Address:
Contract Amount: Year:
Description of work done:
Reference No. 2
Customer Name:
Contact Individual: Phone No.
Address:
Contract Amount: Year:
Description of work done:
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Reference No. 3
Customer Name:
Contact Individual: Phone No.
Address:
Contract Amount: Year:
Description of work done:
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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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 disqualification, removal, 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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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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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,
“Subcontracts”, 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:
Name Under Which
Subcontractor is
Licensed
License No.
& Class
Business Address
Specific Description of
Subcontract and Portion
of the Work to be Done
Signature(s) required on following page.
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(Attach additional pages if necessary)
BIDDER’S STATEMENT OF SUBCONTRATORS
AND MATERIAL FABRICATORS
(Continued)
Signature(s) of Bidder Date Signature(s) of Bidder Date
Title Title
ALL SIGNATURES MUST BE NOTARIZED
(Attach or Affix Executed Acknowledgement Form)
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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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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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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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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
2021 SIDEWALK REHABILITATION PROJECT
SPECIFICATION NO. MPK 21-01
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LIST OF DOCUMENTS FOR
EXECUTION BY SUCCESSFUL BIDDER
Typical Agreement ......................................................................................... Page 41
Bond for Faithful Performance ....................................................................... Page 61
Form to Accompany Bond for Faithful Performance ...................................... Page 63
Bond for Material Suppliers and Laborers ...................................................... Page 64
Form to Accompany Bond for Material Suppliers and Laborers ..................... Page 66
Worker’s Compensation Insurance Certificate ............................................... Page 67
General Liability Special Endorsement........................................................... Page 68
Automobile Liability Special Endorsement ..................................................... Page 69
DUNS Number ............................................................................................... Page 70
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AGREEMENT BETWEEN THE CITY OF MOORPARK AND
, FOR 2021 SIDEWALK REHABILITATION PROJECT,
SPECIFICATION NO. 21-01
THIS AGREEMENT, executed 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, on __________________, ____, the City Council of the City of
Moorpark authorized the City Manager to enter into this Agreement after public bidding
in accordance with California Public Contract 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 until completion of
the work identified in the Scope of Services and in conformance with Exhibit ,
unless this Agreement is terminated or suspended consistent with Section 6 of this
Agreement.
2. SCOPE OF SERVICES
City does hereby retain Contractor in a contractual capacity to provide
construction services related to , as set forth in Exhibit : 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 , 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 . Where
said Scope of Services as set forth in Exhibit __ 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.
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Contractor shall perform the tasks described and set forth in Exhibit and
Exhibit . Contractor shall complete the tasks according to the schedule of
performance which is also set forth in Exhibit .
Compensation for the services to be performed by Contractor shall be in
accordance with Exhibit . Compensation shall not exceed the rates or total value
of dollars ($ ) as stated in Exhibit , without a written amendment to
the agreement executed by both parties. 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, and that a public work project is subject to compliance
monitoring and enforcement by the California Department of Industrial Relations (DIR).
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 DIR 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. Labor
Code Section 1725.5 requires all contractors and subcontractors to annually register
with the DIR before bidding or performing on any public work contract.
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
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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.
Contractor shall not be compensated for any additional services rendered in
connection with its performance of this Agreement, unless such additional services and
compensation are authorized, in advance, in a written amendment to this Agreement
executed by both parties. 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 portion 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
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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
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 ($1,000.00) 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.
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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
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 shall indemnify, defend with legal counsel approved by City, and hold
harmless City, its officers, officials, employees and volunteers from and against all
liability, loss, damage, expense, cost (including without limitation reasonable legal
counsels’ fees, expert fees and all other costs and fees of litigation) of every nature
arising out of or in connection with Contractor's negligence, recklessness or willful
misconduct in the performance of work hereunder or its failure to comply with any of its
obligations contained in this Agreement, except such loss or damage which is caused by
the sole or active negligence or willful misconduct of the City. Should conflict of interest
principles preclude a single legal counsel from representing both City and Contractor, or
should City otherwise find Contractor’s legal counsel unacceptable, then Contractor shall
reimburse the City its costs of defense, including without limitation reasonable legal
counsels fees, expert fees and all other costs and fees of litigation. The Contractor shall
promptly pay any final judgment rendered against the City (and its officers, officials,
employees and volunteers) with respect to claims determined by a trier of fact to have
been the result of the Contractor’s negligent, reckless or wrongful performance. It is
expressly understood and agreed that the foregoing provisions are intended to be as
broad and inclusive as is permitted by the law of the state of California and will survive
termination of this Agreement.
Contractor 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 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.
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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
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
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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, including but not limited to the
Americans with Disabilities Act and Occupational Safety and Health Administration laws
and regulations. The City and Contractor shall comply with Exhibit B, California Public
Contract Code Section 9204, when applicable. 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 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].
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.
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.
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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 Ave.
Moorpark, CA 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
receipt by personal service or as of the third (3rd) day after deposit in the United States
mail.
19. CHANGE IN NAME
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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
deemed to limit or define the content of the respective Articles, Paragraphs, Sections,
and Exhibits hereof.
25. AMENDMENTS
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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
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
behalf of the Contractor and has the authority to bind Contractor to the performance of
obligations hereunder.
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IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed the day and year first above written.
CITY OF MOORPARK
_____________________________ _____________________________
Troy Brown, City Manager ,
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:
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.
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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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, Contractor shall provide evidence of personal
auto liability coverage for each such person.
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 and No. CG 2037 with edition
acceptable to the City. 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.
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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
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.
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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
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 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.
12. 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.
13. 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.
14. 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.
15. 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
or terminated for any reason. The insurance shall include but not be limited to
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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.
16. 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.
17. 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.
18. 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.
19. 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.
20. 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 charge 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.
21. Contractor agrees to obtain and provide to City a copy of Professional Liability
coverage for Architects or Engineers on this project, when required by City. 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.
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(vii) The High-Speed Rail Authority.
(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
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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.
(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 their 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.
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(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.
(i) This section shall remain in effect only until January 1, 2027, and as of that date is
repealed, unless a later enacted statute that is enacted before January 1, 2027, deletes
or extends that date.
(Amended by Stats. 2019, Ch. 489, Sec. 1. (AB 456) Effective January 1, 2020.
Repealed as of January 1, 2027, by its own provisions.)
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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 2021
Sidewalk Rehabilitation 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.
1111
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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 2021 Sidewalk
Rehabilitation 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
453
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69
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 21-01
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
2021 SIDEWALK REHABILITATION PROJECT
SPECIFICATION NO. MPK 21-01
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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
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Public Works Standards, Inc., formerly the Southern
California Chapters of ACG and APWA
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
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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
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
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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
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.
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3-12 WORK SITE MAINTENANCE
3-12.2.1 Additional Air Pollution Control Requirement
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
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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
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.
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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
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.
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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.
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,
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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.
(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.
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(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.
(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
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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.
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
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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
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.
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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
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
TIME-WARNER
(805) 526-3186
PACIFIC BELL
(805) 583-6640
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
2021 SIDEWALK REHABILITATION PROJECT
SPECIFICATION NO. MPK 21-01
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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 G, 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. 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
40 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 902, "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
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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.
900-9.1 Prompt Payment of Withheld Funds to Sub-Contractors
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. 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.
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.
901-2 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.
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 902, "Traffic Control, Construction
Signing and Traffic Maintenance," 3) a Stormwater Pollution Control Plan (SWPCP)
addressing the requirements of Section 903, of these Special Provisions, for the
affected project sites, and 4) hauling routes of pavement materials.
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
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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) work days 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
B.
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". 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.
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.
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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
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
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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.
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
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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
TRAFFIC CONTROL, CONSTRUCTION SIGNING
AND TRAFFIC MAINTENANCE
(Bid Item No. 1)
902-1 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.
902-2 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.
902-3 SPECIAL TRAFFIC ADVISORY SIGNS
Project Advisory Signs
The Contractor shall furnish, install and maintain “Temporary Road Construction” signs
as shown in Appendix “C” 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 “C” 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.
902-4 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
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without tracking either tack coat or hot asphalt concrete, or endangering pedestrian
safety.
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.
902-5 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
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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)
with an experienced flagger on each end to control the flow of traffic to the satisfaction
of the Engineer.
902-6 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.
902-7 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.
902-8 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 903
STORMWATER POLLUTION CONTROL
(Bid Item No. 2)
903-1 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.
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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903-2 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 904
REMOVE AND REPLACE ASPHALT CONCRETE
(Bid Item No. 3)
904-1 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.
904-2 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.
904-3 CONSTRUCTION
The Engineer shall mark the locations of each asphalt repair. The asphalt concrete
shall be removed to a uniform depth as specified. The edges of the removal area shall
be neatly sawcut. 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.
904-4 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
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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
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.
904-5 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.
904-6 MEASUREMENT AND PAYMENT
Measurement and payment for remove and replace asphalt concrete, complete in place,
shall be made at the contract unit price per square foot as shown in the Bid Schedules.
The above contract price and payment shall include full compensation for furnishing all
labor, materials, tools, equipment, transportation and incidentals, and for doing all the
work involved in removals, subgrade preparation and constructing asphalt concrete
pavement as specified in the approved plans, Standard Specifications, and these
Special Provisions.
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SECTION 905
PROTECT SURVEY MONUMENTATION
(Not a Bid Item)
905-1 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.
905-2 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.
905-3 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.
489
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
105
SECTION 906
PORTLAND CEMENT/CONCRETE IMPROVEMENTS
(Bid Item No. 4, 5)
906-1 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.
906-2 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.
906-3 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.
906-4 CONSTRUCTION
Construction shall conform to Section 303 of the Standard Specifications and the
following standard plans (see Appendix C).
490
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
106
Concrete Curb SSPWC 120-2
Concrete Curb and Gutter SSPWC 120-2
Concrete Sidewalk County of Ventura Plate E-3 Rev. E
SSPWC 112-2
SSPWC 113-2
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.
906-5 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
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.
491
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
107
SECTION 907
COORINDATION WITH AFFECTED RESIDENTS, BUSINESS, UTILITIES, AND
SCHOOLS
(Bid Item No. 6)
907-1 GENERAL
The Contractor shall coordinate with affected residents, businesses, schools and
utilities, as required, to complete the work as specified herein. The Contractor shall
notify all affected residents and businesses at least four working days prior to restricting
driveway, sidewalk, parkway, and street access using hand delivered notices approved
the City Project Manager, or designated representative.
907-2 PAYMENT
Payment for providing coordination with affected residents, businesses, schools and
utilities will be made at the contract lump sum price bid as shown in the Bid Schedule.
The 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 all coordination with residents adjacent to and directly
affected by the work area. This includes any minor landscape and hardscape repair
and restoration that is required as a result of performing the work as specified herein.
492
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
108
SECTION 908
RELEASE ON CONTRACT
(Bid Item No. 7)
908-1 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.
908-2 PAYMENT
A payment of $1.00 will be made to the Contractor for executing this document.
493
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
109
CITY OF MOORPARK
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
APPENDICES
FOR
2021 SIDEWALK RECONSTRUCTION PROJECT
SPECIFICATION NO. MPK 21-01
494
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
110
LIST OF APPENDICES
APPENDIX A
Release on Contract
APPENDIX B
Notice to Property Owners and Residents
APPENDIX C
Standard Plans and Details
APPENDIX D
Project Area and Location List
APPENDIX E
Ventura County Air Pollution Control Board Rule 55 Fugitive Dust
APPENDIX F
City of Moorpark Encroachment Permit Application and Standard Conditions
APPENDIX G
Quality Assurance Program
495
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
Appendix A:
Release on Contract
496
Specification No. MPK 20-01
2021 Sidewalk Rehabilitation Project
RELEASE ON CONTRACT
CONTRACT NAME: 2021 Sidewalk Rehabilitation Project
SPECIFICATION NO.: MPK 21-01
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
497
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
Appendix B:
Notice to Property Owners and Residents
498
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
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 2021 Sidewalk
Rehabilitation 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: 2021 Sidewalk Rehabilitation Project
SPECIFICATION NO.: MPK 21-01
499
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
Appendix C:
Standard Plans and Details
500
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
.. r ..
. . . . . .
ROAD :C,QNSTR~CTl;QN ·
.. -, . DRIVE .
J • •
1' . ·: 'JUNE --AUG ,U$T
. .__--EXAMPLE
STREET~~E
. I .
. ·EXAMPLE
TIME PER,100
----,.:, ---~, .. ?,_-:;-.,:". ~~_..;_~~~:'.::::-::::::· . .;,;.>,,14,,:')(i:wQbo Pos1 .
. FABB!ChTtQN t,oras;-; <, ,-_ ·_
• , . · • : •• : '. • .: ·' ' . ' .... '. •.• --~ :° • -i ·. '·.: ·. . . ' ';'\ :, . ,. ~ ' .. _·... ' :· '.. , ·• . 1 •
·. 1. -Black lett.e.rs and bor(ff;!r on Qr~nge .non-r~flectiv~ background.
,,. ' . : . . .. ' _,:;. ..
. .
;; ; 3 . 8 o/a"' tniriimum spac6:be~eert bon:t~r ~nd· lettel"$.
. ;-. : . . -~;:; .:. . ; . --~i~-:" •·. _. ·:.· . . . . .. ·. . . . ..
i < 4. · 1~,bl.a~k ~o~~n.vit~ 3.~'qo_mtn ra,dius and¾• rn~tgiri._
~-• • s" • • • •• ~ • • • , .-•• • • • • •
': -;-
Sign shall inctu~e act.Ual tit,ginning ~nd ending 'Jl~th$ ~r City En~!n~ering.
~ ii(sC Sig: batk may ~:pl~ ~~d ma.f b~ ~~;~;~on~ ;yp~\, ,t>~;:~e. :::.," .
. . . . . .
. . .
·· Signs ate to. ~i,;. given to the C.ity ,at :completion of the project.
"·' .
. . . .
•.:·.·,._ .. .'-:. . . ·. '. ·.: ~-):._~-::..: .. ' . . . . . --~ . : .. -~ .... '·. · ..
; ,, • OF 'MOORPARK ' . TEMPORARY ROAD CONSTRUCTION SIGN
,·?.
•.ti;'·
•i
501
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
48"mlnlmum
"B USINESS"
EN T RAN C E
__ ../
, I /, . ' ;/ ,,
\ ' --·--', _..,...,_ .. ~ ,,
·•--.-, ,,.✓
V ~================':!J not to scale
(five possible BITOW positio ns)
FABRICATION NOTES:
1. Black ietters and borders on orange non-reflective backg round.
2 . 6" caplt~II letters and numerals for business names.
3. 6" capital letters for the word "ENTRANCE".
4. 5" space between tines.
5. 6½" minimum space between border and letters.
6. ½" black bard.er with 1 ½" comer rad ius .
7. Sign back may· be plywood and may be mounted on a Type II barricade .
. 8. Black arTO',\t, size per G36-2 sign , shall be rotatable to vertical , 45° l eft and
• right, -and so• left and right wi th six. predrilled hples and. two bolts , each sig n. •
9. Ten .(10) signs will be needed .
10. AU BUSINSESSIENTRANCE signs are to be turned over to the City at the
end of the project.
CITY O F M OOR PARK TEMPORARY BUSINESS ENTRANCE SIGN
502
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-1I I
RECOMMENDED BY :
503
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-2I I
RECOMMENDED BY :
504
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-2aI I
RECOMMENDED BY :
505
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-3I I
RECOMMENDED BY :
506
(:
I--:,
0..
X w
I--:,
0.. -:,
X 0.. w ;::
DRIVEWAY.
EXP JT EXP JT
ABBREVIATIONS:
WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN
WPJ WPJ EXP JT EXPANSION JOINT ECR END OF CURB RETURN
NOTES:
WPJ 1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS,
WPJ
EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE
BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND
TREE WELL UTILITY POLES LOCATED IN SIDEWALK AREAS.
WPJ WPJ 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR
~ILITY POLE INTERVALS NOT EXCEEDING 10' (3000 mm) IN WALKS AND
20' (6000 mm) IN GUTTERS. JOINTS IN CURB AND WALK
EXP JT SHALL BE ALIGNED.
WPJ 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM
SIDEWALK.
EXP JT EXP JT ECR
0::: \ROPERTY LINE (.)
(D
-:, J ] I-i 0..
J ;::
a.
X
CURB RAMP w
I-J -;, a.
a. ;::
X w
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGAlEO BY lHE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMITlEE
1984
REV. 19960 2009
CURB AND SIDEWALK JOINTS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
112-2
SHEET 1 OF 1 507
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 5' (1500 mm) WIDE OR MORE
WALK REPLACE
T IF SCOR ENTIRE WALK
CRETE FILL-IN
GUTTER
WALK ADJACENT TO CURB
GUTTER
IF LESS THAN 30"
(750 mm) REPLACE
ENTIRE WALK
REPLACE 30"
(750 mm) MIN
WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE
REPLACE WALK
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
FILL-IN
GUTTER
FILL-IN
REPLACE
ENTIRE FILL-IN
WALK PL:
IF LESS THAN 30"
(750 mm) REPLACE
ENTIRE FILL-IN
REPLACE 30"
(750 mm) MIN
WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE
NORMAL TO CURB OR PROPERTY LINE
WALK Pt' z
0
SAWCUT-5 730" (750 mm) MIN
l FILL-IN > <(
(.)
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
PROMULGA 'IED BY lHE
PUBLIC WORKS STANDARDS INC.
GREENBOOK COMMIT'IEE
1993
REV, 1996, 2009
SIDEWALK & DRIVEWAY REPLACEMENT
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTR CTION
STANDARD PLAN
113-2
SHEET 1 OF 2 508
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 CONSTIRUCTION.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN
SIDEWALK &: DRIVEWAY REPLACEMENT 113-2
SHEET 2 OF 2 509
,.-,.
E
E
ID
'---'
w z
::J
Cl)
a::
::::J 6" 0 --=-----
,.-,.
E
E
II) ...__,.
w z
::J
Cl) a::
s" a w
150 mm 150 mm
u..
0
E
" E <O
0
ID ,-...__,.
u..
0
• (!)
E E ...
0
ID
BATTER 3: 12
SLOPE 8.3%
LEVEL
A1-6(150) AND
A1-8(200) A2-6(150) AND A2-8(200)
,.-,.
E
E
ID
'---'
w z
::J
Cl)
a::
::::J
~ 1,,,t--....:6=-"--0 _____ -"w'--------'; L 150 mm
E
~ E
(!)
0
ID
BATTER 3: 12
SLOPE 2.0%
LEVEL
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, A2, A3 AND C1 SHALL BE
CONSTRUCTED FROM PCC.
4. TYPE D1 CURB SHALL BE CONSTRUCTED
FROM ASPHALT CONCRETE.
5. TYPE Cl 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"
w z
::J
6" 6" m a:: (150 mm') MIN (150 mm G
u..
0
3/4" (20 mm) R
~ mm")
D1-6 150 AND
D1-8 200
u.. u
w z
::J #4 X 10" @ 4" OC
(#13M x 250 mm
@ 1200 mm OC)
GROUTED IN PLACE
BATTER 3:12
3/4"
(20 mm)
C1 -6(150) AND C1-8(200)
STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION
PROMULGAlED BY "IHE
PUBLIC WORKS STANDARDS INC.
GREENBODK COMMITlEE
1984
REV. 1996, 2009
CURB AND GUTTER -BARRIER
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
120-2
SHEET 1 OF l 510
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)
Chapter 6H – Typical Applications November 7, 2014
Part 6 – Temporary Traffic Control
Page 1200
Notes for Figure 6H-28—Typical Application 28
Sidewalk Detour or Diversion
Standard:
1. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities shall be
detectable and shall include accessibility features consistent with the features present in the existing
pedestrian facility.
Guidance:
2. Where high speeds are anticipated, a temporary traffic barrier and, if necessary, a crash cushion should be
used to separate the temporary sidewalks from vehicular traffic.
3. Audible information devices should be considered where midblock closings and changed crosswalk areas
cause inadequate communication to be provided to pedestrians who have visual disabilities.
Option:
4. Street lighting may be considered.
5. Only the TTC devices related to pedestrians are shown. Other devices, such as lane closure signing or ROAD
NARROWS signs, may be used to control vehicular traffic.
6. For nighttime closures, Type A Flashing warning lights may be used on barricades that support signs and
close sidewalks.
7. Type C Steady-Burn or Type D 360-degree Steady-Burn warning lights may be used on channelizing devices
separating the temporary sidewalks from vehicular traffic flow.
8. Signs, such as KEEP RIGHT (LEFT), may be placed along a temporary sidewalk to guide or direct
pedestrians.
511
California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California)
Chapter 6H – Typical Applications November 7, 2014
Part 6 – Temporary Traffic Control
Page 1201
Figure GH-28 . Sidewalk Detour or Diversion (TA-28)
3H3H SSO HJ • O3 SO7J ~7VM 30IS
R9-11a
R9-9
SID EWALK CLOS ED • CROSS HER E
R9-11a
.&. .&.
t (opt iona l) t
SIDEWALK DETOUR SIDEWALK DIVERSION
Typical Application 28
Note: See Tables 6 H-2 a nd 6 f-d>f3tlti e mean ing
of the symbols and/or letter codes used in
this figure .
48inches
M IN.
(See section
6 D.01 )
512
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
Appendix D:
Project Area and Location List
513
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
i:: 0 ::I ~ Iii EC~ i'-\Jt! §/ ,:: .. ,,_ .,, -~\)~ S,,1<' <,,,._ .,,~ ~ -z. 'i:) \\ "' ~Ft;IV(;< ~"''~,,, \ \ " ., i I ~ i, l DARLENE ELWIN u:~1/ --Gtti}t-tN~f-R\ -0 ~t'l•Efi,_ ~ J,-J ·:r, :;ff r f!·1;:.. ·&! 1,,,£0.,~,~ ;·jj -~·t; j~f . , rr ·l "' R> ~-?_,,~ 0, '&c¼ ~ r •1 !' '3T '-l, ·r. :Slt~~,"-~N~ f\U~_:S:S~ ,_ .:J ,, MEAIJQ\'Y >-., cl .> ~-"f ~ ~ 0: z 8 < B 8 'i ~ ~ f 'l cl! it -~ ~ Ct) ,I ~ z I!/ ff ~ ,.. ~. -"'· ' -~ Lo,H?rr~'.r z ~ 9 nrl ii . :i,,,,,,KcCRESTl '!I ~ 12 ~ "' " I ., > Boundaries shown are for general reference and illustrative purposes only. Not intended to be a legal description of the metes and bounds. K~OTTVPJNE CLOVERDALE ANf,,IETTE i:! BoNITA rtt:: GHrS !!, -; VISTA L€VANA ~ ~ " !Ii l'FACHIIILL i L.AUAELHURST g 0: \ ~~(fl,"{,, i, ff~ g \ ~ sr..c.,~c,, "\, 'S-1' I'< , Oc,,1, <l' rt !l/ ./ .l i \ \ 1¼-1 5 11 o it "''"""s r al "' S '"""Qv.,-,.. f? s ~ ~Ef.OlEY i CAMPOS PARK " STANFORO l t i!/ tiARiFORO f 2 2 8 i? it FA~W€ATHER1--• -• -• -,..,,.~~sp$i,~ ,,,, . .,. . .\. " . . \ . \ ,,,,,...--------·--,,,,. \ ,\ 514
Specification No. MPK 21‐01
Street Name Address No./Location Street Name Address No./Location
Avenida Colonia 14490 High Street 313
Bard Street 337 313
350 325
Charles Street 137 325
148 349
184 349.5
229 415
450 Millard Street 89
445 159
Diablo Avenue 650 Poindexter Avenue 165
651 5560‐B
Dorothy Avenue 256 11910
320 Princeton Avenue 157' NE of spring road
332 193' NE of spring road
334 226' NE of spring road
348 Roberts Avenue 319
436 368
447 411
467 Ruth Avenue 285
Esther Avenue 251 Sarah Avenue 255
278 269
330 312
463 328
First Street 80 337
Harry Street 350 342
High Street 179 349
179 358
179 359
17 372
75 394
105 413
105 423
105 435
165 447
165 448
165 Second Street 65
179 137
179 436
179 Shasta Avenue 70
197 113
255 163
255 188
313 220
313 237
Appendix D ‐ Locations
Sidewalk Remove and Replace
2021 Sidewalk Rehabilitation Project515
Specification No. MPK 21‐01
Street Name Address No./Location Street Name Address No./Location
Shasta Avenue 250 Charles Street 184
263 Charles Street NE corner/Bard Street
387 High Street 17
463 184
Sherman Avenue 239 75
367 105
Sierra Avenue 148 105
180 105
187 165
488 165
648 165
Spring Road 111' NE of LA Avenue 179
502‐588 179
Susan Avenue 283 179
292 197
312 255
328 255
341 313
357 313
382 313
447 313
448 325
Third Street 97 325
137 349
Virginia Colony Avenue 14395 349.5
Walnut Street 702 415
760 415
Whitney Avenue 163
210
290
312
Curb and Gutter Remove and Replace
Appendix D ‐ Locations
Sidewalk Remove and Replace
2021 Sidewalk Rehabilitation Project516
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
Appendix E:
Ventura County APCD Rule 55, Fugitive Dust
517
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.
518
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.
519
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.
520
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.
521
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
522
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
Appendix F:
City of Moorpark Encroachment Permit
Application and Standard Conditions
523
CITY OF MOORPARK
PUBLIC WORKS DEPARTMENT | 799 Moorpark Avenue, Moorpark, California 93021
Phone Number (805) 517-6256 | Fax (805) 532-2555 | moorpark@moorparkca.gov
ENCROACHMENT PERMIT APPLICATION
Encroachment Application:
The undersigned hereby applies for permission to encroach on the following described City Right of
Way or other property:
__________________________________________________________________________________
__________________________________________________________________________________
__________________________________________________________________________________
Purpose and Project Description:
__________________________________________________________________________________
__________________________________________________________________________________
__________________________________________________________________________________
__________________________________________________________________________________
Start Date: ________________________________ Duration: _______________________________
Work to be Completed By: ___________________________________________________________
The permit may be revoked by City at any time. In consideration for issuance of the permit based on this
application, I agree, and by use hereof, my agents, employees, contractors and invitees agree to be bound by all
of the provisions of California Vehicle Code Sections 35780, 35782: Chapter 12.04 of the City of Moorpark
Municipal Code; and the Standard Conditions and any special conditions attached to the permit upon issuance,
including the indemnity, insurance and duty to defend conditions attached hereto.
Applicant: _______________________________ Address: _________________________________
City: ____________________ Zip: ___________ Phone: ___________________________________
Email Address: _______________________________ Business Registration #: _______________
State License #: _______________________ State License Expiration Date: __________________
Signature: ______________________________________ Date: _____________________________
Encroachment Approval:
Permission is hereby granted to perform the activities described above and as may be attached hereto, subject to
the Standard and Special Conditions attached to this Encroachment Permit and all City Ordinances, Resolutions,
Standards and Specifications currently in force. Execution below shall confirm that Applicant/Permittee has
received and reviewed the Standard and Special Conditions, understands the same and agrees to comply with
and be bound thereby.
Approved by: ____________________________ Signature: ________________ Date: ___________
Traffic Control/Lane Drop is is not required. Sidewalk Closure is is not required.
Issuance Fee: ______________
Permit/Inspection Fee: _______
Total: _____________________
Trust Fund Deposit: ________
Bond: ___________________
Certificate of Insurance: _____
Franchise:________________
Permit Final: _____________
No: ______
Date: _____
□ □ □ □
524
CITY OF MOORPARK
STANDARD ENCROACHMENT PERMIT CONDITIONS
Pursuant to Moorpark Municipal Code (Code) Section 1.04.150, Excerpts from Chapter 12.04 of the Code,
and City Engineer / Public Works Director Requirements.
PUBLIC SAFETY MEASURES:
1.In the conduct of the encroachment work, supplies and excavated materials shall be properly placed and the Permittee shall provide and maintain such safety
devices including but not limited to lights, barricades, signs, and guards as are necessary to protect the public. Any omission on the part of the City Engineer to
specify in the permit what safety devices shall be provided by or preventive action required of the Permittee shall not excuse the Permittee from complying with
all laws, regulations and ordinances relating to the protection of persons or property under the circumstances. If the City Engineer finds that suitable safeguards
are not being provided, he may provide, maintain, and relocate such safety devices or take such action as is deemed necessary, charging the Permittee in
accordance with the schedule of charges as adopted by the City Council.
2.A Permittee making any excavation or leaving any obstruction which could be a hazard to persons using the right of way shall provide and maintain warning
lights far enough away from the excavation or obstruction to give adequate warning to such persons, and at not more than fifty (50) foot intervals along the
excavation or obstruction, from one-half (1/2) hour before sunset of each day to one-half (1/2) hour after sunrise the next day, until the work is completed and
the right of way made safe for use.
3.All safety devices shall conform to the requirements of the Manual of Traffic Control Devices, and the California Vehicle Code, so far as such laws, regulations
and manuals are applicable.
CLEANUP, BACKFILLING AND COMPACTION CODE CONDITIONS:
4.Restoration of Right-Of-Way - Upon completion of the encroachment work authorized by a permit, the Permittee shall restore the right of way, including
bridges and any other structure thereon, by replacing, repairing, or rebuilding it in accordance with the specifications or any special requirement but not less
than to its original condition before the encroachment work was commenced. The Permittee shall remove all obstructions, materials, and debris upon the right
of way and shall do any other work necessary to restore the right of way to a safe and usable condition, as directed by the City Engineer. Where excavation
occurs within areas already paved, the City Engineer may require temporary paving to be installed within twenty-four (24) hours after the excavated area is
backfilled. In the event that the Permittee fails to act promptly to restore the right of way as provided herein, or should the nature of any damage to the right of
way require restoration before the Permittee can be notified or can respond to notification, the City Engineer may, at his option, make the necessary
restoration. The Permittee shall reimburse the City in accordance with the schedule of charges as adopted by the City Council.
5.Cleanup After Completion - Immediately after completion of the work, the Permittee shall cleanup and remove all digalert marks, materials, earth and debris of
any kind. If the Permittee fails within 24 hours after having been notified to do so by the City Engineer, the work may be done by the City Engineer and the
Permittee charged in accordance with the schedule of charges adopted by the City Council. When a pole, guy-stub or similar timber is removed and not
replaced, the entire length thereof shall be removed from the ground and the hole backfilled and compacted.
6.Backfilling and Compaction - Backfilling and compaction of an excavation shall be in accordance with standards established by the City Engineer and adopted by
resolution of the City Council, both as to material and method. Backfilling shall commence with forty-eight (48) hours after work in a trench is completed.
PROTECTION AND REPAIR OF EXISTING FACILITIES CODE CONDITION:
7.The Permittee shall support and protect all wires, cables, pipes, conduits, poles, and other apparatus, both aerial and underground, by a method satisfactory to
the owner. The owner has the right to support or protect any of its facilities at the sole expense of the Permittee. In case of any said wires, cables, pipes,
conduits, poles or apparatus should be damaged (and for this purpose, pipe coating or other encasement of devices are considered as part of the structure),
they may be repaired by the owner at the expense of the Permittee, or, if authorized by the owner, may be repaired by the Permittee under the supervision of
the owner. The expense of repairs to any damaged facilities shall be borne by the Permittee.
TRAFFIC CONDITIONS:
8.Vehicular and pedestrian traffic on all streets shall be permitted to pass through the work area with as little inconvenience as possible, but at no time shall the
roads be closed.
9.Flaggers shall be used on all streets where the traffic is restricted to less than two traffic lanes.
10.Maintaining of vehicular traffic through the work area shall conform to Standard Land Development Specifications Section 7-10 “Public Convenience and
Safety”. (Green Book Section 7-10)
11.All improvements within the road right of way which include road signs, road striping, road symbols, etc., which were damaged removed, or obliterated as a
result of the Permittees work shall be repaired and/or replaced. Repairs and replacements shall be equal to or better than the existing improvements and shall
match them in finish and dimensions.
12.At the end of each work day, all roads shall be restored to two-way traffic. The road surface shall be brought to a smooth, even condition free of humps and
depressions, satisfactory for use by the monitoring public.
13.Detours shall be in accordance with Caltrans Traffic Manual, Chapter 5, and shall be approved by the City Engineer. Applications, including plans, shall be
submitted to the City Engineer three weeks before the anticipated date of the detour. Permittee shall continually maintain the permitted work, trenches,
backfill, paving and all other road facilities affected by this permit.
ADDITIONAL REQUIREMENTS:
14.All work authorized by this permit shall be performed in accordance with the conditions and requirements of the Municipal Code, Ventura County Code,
Ventura Countywide Stormwater Quality Management Program (VSQMP), National Pollutant Discharge Elimination System (NPDES) permit CAS004002, and all
State and Federal requirements, including those pertaining to the Clean Water Act.
525
15.CALL FOR INSPECTION PRIOR TO PLACING CONCRETE.
16.All Contractors and Subcontractors shall obtain City Business Registration Permit.
17.Protect in place all survey monuments. If any survey monuments will be affected by the work, a California licensed land surveyor or licensed civil engineer
legally authorized to practice land surveying is required to re-establish the affected monuments, at the Permittee's expense, prior to work, and a corner record
or record of survey shall be filed with County Surveyor (California Business & Professions Code Section 8771.
18.Dig Alert (Underground Service Alert, Dial 811) is to be called for proposed excavation, following the procedures in California Government Code beginning at
§4216. A USA number must be obtained before the issuance of the City Permit. The work is not to be called in until the Permit is ready for issuance. All layout
and utility markings are to be removed from concrete and decorative surfaces in order to finalize/close the permit.
19.Work hours are 9:00 AM to 3:00 PM, Monday through Friday unless shown otherwise on the approved permit. No work on City Holidays. Notify the City 24
hours in advance of the start of work and every day an inspection will be required at (805) 517-6362. A copy of the complete permit and attachments must be
on site at all times. Solid waste must be handled by the City's exclusive franchise hauler, Waste Management, (805) 522-9400. No storage or stockpiling of
material is to occur in the right of way.
INDEMNIFICATION AND HOLD HARMLESS:
20.Permittee shall indemnify, defend, and hold harmless City, its officers, employees, and agents (Indemnitees) from any and all losses, costs, expenses, claims,
liabilities, actions, or damages; including liability for injuries to any person or persons or damage to property arising at any time during and/or arising out of or in
any way connected with Permittee's authorized activities under the terms of this permit unless solely caused by the gross negligence or willful misconduct of
City, its officers, employees, or agents.
21.It is expressly understood and agreed between the parties to this Permit that this is an agreement and permit for access to and for certain events to occur or
work to take place on City property. This Agreement and permit is not a construction contract or an agreement for design professional services, as those terms
are defined or used under Title 12 of the California Civil Code (§§ 2772 et. seq.).
22.City does not and shall not waive any rights that it may have against Permittee by reason of this Section, because of the acceptance by City, or the deposit with
City, of any insurance policy or certificate required pursuant to this Permit. The hold harmless and indemnification provisions shall apply regardless of whether
or not said insurance policies are determined to be applicable to any losses, liabilities, damages, costs, and expenses described in this Section.
INSURANCE:
23.Permittee shall maintain and provide commercial general liability insurance, with coverage at least as broad as Insurance Services Office for CG 00 01, in an
amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include
coverage for contractual liability that has not been amended. Any endorsement restricting standard ISO "insured contract" language, will not be accepted. Any
insurance proceeds available to Permittee in excess of the minimum limits and coverage set forth in this Permit, and which is applicable to a given loss or claim,
shall be deemed by this Permit to be applicable to the City. A certificate of insurance evidencing this coverage shall be provided to the City prior to the start of
any work under this Encroachment Permit.
24.The City is to be named as an additional insured with an endorsement in favor of the City.
25.Coverage provided by Permittee shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it.
The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall
contain, or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the
City's own insurance, or self-insurance shall be called upon to protect it as a named insured.
26.A severability of interests provision must apply for all additional insureds, ensuring that Permittee's insurance shall apply separately to each insured against
whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross-liability exclusions.
27.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 in writing.
28.If Permittee maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by
Permittee. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
29.Permittee must also maintain worker's compensation insurance as required by applicable laws.
DUTY TO DEFEND:
30.As an express and material term of City's issuance of this Permit, Permittee agrees to defend, at its sole expense, the indemnitees from and against any and all
claims arising out of or related to the permitted encroachment. Permittee's duty to defend shall apply immediately upon demand from the indemnitees for any
injury or death to persons or damage to property occasioned by reason of or arising out of the acts or omissions of the City, its officers, employees and/or
agents and the acts or omissions of Permittee, his/her/its agents, employees, contractors and subcontractors an/or any other person or entity performing work
authorized by this permit.
31.In the event of any controversy, claim or dispute arising out of or relating to this Permit or the violation of any covenant contained herein, the prevailing party
shall be entitled to receive from the losing party reasonable expenses, including attorney's fees and costs.
December 2016
526
Specification No. MPK 21-01
2021 Sidewalk Rehabilitation Project
Appendix G:
Quality Assurance Program
527
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
528
CITY OF MOORPARK
PUBLIC WORKS DEPARTMENT I 799 Moorpark Avenue, Moorpark, California 93021
Main City Phone Number (805) 517-6200 I Fax (805) 532-2555 I moorpark@moorparkca.gov
QUALITY ASSURANCE PROGRAM
March 5, 2020
The purpose of this Quality Assurance Program (QAP) is to provide material sampling and
testing procedures to be used during construction of Federal-Aid highway projects off the
National Highway System (NHS) and to provide assurance that the materials incorporated into
the construction projects are in conformance with the contract specifications and standards.
This program should be updated every five years or more frequent if there are changes of the
testing frequencies or to the tests themselves. To accomplish this purpose, the following terms
and definitions will be used:
DEFINITION OF TERMS
• Acceptance Testing (AT) -Sampling and testing, or inspection, to determine the degree of
compliance with contract requirements.
• Independent Assurance Program (IAP) -Verification that AT is being performed correctly
by qualified testers and laboratories.
• Quality Assurance Program (QAP) - A sampling and testing program that will provide
assurance that the materials and workmanship incorporated into the construction project
are in conformance with the contract specifications. The main elements of a QAP are the
AT, and IAP.
• Source Inspection -AT of manufactured and prefabricated materials at locations other than
the job site, generally at the manufactured location.
MATERIALS LABORATORY
The City of Moorpark (City) will use a private consultant materials laboratory to perform AT on
Federal-aid and other designated projects. The materials laboratory shall be under the
responsible management of a California registered Engineer with experience in sampling,
inspection and testing of construction materials. The Engineer shall certify the results of all
tests performed by laboratory personnel under the Engineer's supervision. The materials
laboratory shall contain certified test equipment capable of performing the tests conforming to
the provisions of this QAP.
The materials laboratory used shall provide documentation that the laboratory complies with
the following procedures:
1. Correlation Testing Program -The materials laboratory shall be a participant in one or
more of the following testing programs:
a. AASHTO Materials Reference Laboratory (AMRL)
b. Cement and Concrete Reference Laboratory (CCRL)
c. Caltrans' Reference Samples Program (RSP)
JANICE S. PARVIN
'vlayor
CHRIS ENEGREN
Councilmember
ROSEANN MIKOS, Ph.D.
Councilmember
DAVID POLLOCK
Councilmember
KEN SI'v!ONS
Councilmember 529
Quality Assurance Program
March 5, 2020
Page 2
2. Certification of Personnel -The materials laboratory shall employ personnel who are
certified by one or more of the following:
3.
a. Caltrans District Materials Engineer
b. Nationally recognized non-Caltrans organizations such as the American Concrete
Institute, Asphalt, National Institute of Certification of Engineering Technologies, etc.
c. Other recognized organizations approved by the State of California and/or
Recognized by local governments or private associations.
Laboratory and Testing Equipment -The materials laboratory shall only use laboratory
and testing equipment that is in good working order. All such equipment shall be
calibrated at least once each year. All testing equipment must be calibrated by impartial
means using devices of accuracy traceable to the National Institute of Standards and
Technology. A decal shall be firmly affixed to each piece of equipment showing the date
of the last calibration. All testing equipment calibration decals shall be checked as part of
the IAP.
ACCEPTANCE TESTING (AT)
AT will be performed by a materials laboratory certified to perform the required tests. The tests
results will be used to ensure that all materials or products incorporated into the project are in
compliance with the contract specifications and standards.
Testing methods will be in accordance with the CT Methods or a national recognized standard
(i.e., AASHTO, ASTM, etc.) as specified in the contract specifications.
Sample locations and frequencies may be in accordance with the contract specifications. If not
so specified in the contract specifications, samples shall be taken at the locations and
frequencies as shown in Attachment 1 (Appendix D, "Acceptance Sampling and Testing
Frequencies" of the Caltrans QAP Manual).
INDEPENDENT ASSURANCE PROGRAM {IAP)
IAP shall be provided by personnel from Caltrans, or consultant's certified materials laboratory.
IAP will be used to verify that sampling and testing procedures are being performed properly
and that all testing equipment is in good condition and properly calibrated.
IAP personnel shall be certified in all required testing procedures, as part of IAP, and shall not
be involved in any aspect of AT.
IAP shall be performed on every type of materials test required for the project. Proficiency
tests shall be performed on Sieve Analysis, Sand Equivalent, and Cleanness Value tests. All
other types of IAP shall be witness tests.
Poor correlation between acceptance tester's results and other test results may indicate
probable deficiencies with the acceptance sampling and testing procedures. In cases of
unresolved discrepancies, a complete review of AT shall be performed by IAP personnel, or an
independent materials laboratory chosen by the City. IAP samples and tests are not to be used
530
Quality Assurance Program
March 5, 2020
Page 3
for determining compliance with contract requirements. Compliance with contract requirements
is determined only by AT.
REPORTING ACCEPTANCE TESTING RESULTS
The following are time periods for reporting material test results to the Resident Engineer:
• When the aggregate is sampled at material plants, test results for Sieve Analysis, Sand
Equivalent and Cleanness Value should be submitted to the Resident Engineer within 24
hours after sampling.
• When materials are sampled at the job site, test results for compaction and maximum
density should be submitted to the Resident Engineer within 24 hours after sampling.
• When soils and aggregates are sampled at the job site:
(1) Test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be
submitted to the Resident Engineer within 72 hours after sampling.
(2) Test results for "R" Value and asphalt concrete extraction should be submitted to the
Resident Engineer within 96 hours after sampling.
When sampling products such as Portland Cement Concrete (PCC), cement-treated base
(CTB), hot mix asphalt (HMA), and other such materials; the time of such sampling shall be
varied with respect to the time of the day insofar as possible, in order to avoid a predictable
sampling routine. The reporting of AT results, if not performed by the Resident Engineer's staff,
shall be done on an expedited basis such as by fax or telephone.
TESTING OF MANUFACTURED MATERIALS
During the Design phase of the project, the Project Engineer may submit a "Source Inspection
Request" see Attachment 2 (Exhibit 16-V of the LAPM) to the Agency, consultant, or Caltrans
for inspection and testing of manufactured and prefabricated materials by their materials
laboratory. A list of materials that can be typically accepted on the basis of certificates of
compliance during construction is found in Attachment 3 (Appendix F of the QAP Manual). All
certificates of compliance shall conform to the requirements of the contract specifications, for
examples see Attachment 4 (Appendix J of the QAP Manual).
Should the City request Caltrans to conduct the source inspection, and the request is
accepted, all sampling, testing, and acceptance of manufactured and prefabricated materials
will be performed by Caltrans' Office of Materials Engineering and Testing Services.
For Federal-aid projects on the National Highway System (NHS), Caltrans will assist in
certifying the materials laboratory, and the acceptance samplers and testers. For Federal-aid
projects off the NHS, Caltrans may be able to assist in certifying the materials laboratory, and
the acceptance samplers and testers.
PROJECT CERTIFICATION
Upon completion of a Federal-aid project, a "Materials Certificate" shall be completed by the
Resident Engineer. The City shall include a "Materials Certificate" in the Report of
Expenditures submitted to the Caltrans District Director, Attention: District Local Assistance 531
Quality Assurance Program
March 5, 2020
Page4
Engineer. A copy of the "Materials Certificate" shall also be included in the City's construction
records.
The Resident Engineer in charge of the construction function for the City shall sign the
certificate. All materials incorporated into the work which did not conform to specifications must
be explained and justified on the "Materials Certification", including changes by virtue of
contract change orders. See Attachment 5 for an example (Appendix K of the OAP Manual).
RECORDS
All material records of samples and tests, material releases and certificates of compliance for
the construction project shall be incorporated into the Resident Engineer's project file. If a
Federal-aid project:
• The files shall be organized as described in Section 16.8 "Project Files" of the Local
Assistance Procedures Manual.
• It is recommended that the complete project file be available at a single location for
inspection by Caltrans and Federal Highway Administration (FHWA) personnel.
• The project files shall be available for at least three years following the date of final project
voucher.
• The use of a "Log Summary," as shown in Appendix H of the QAP Manual, facilitates
reviews of material sampling and testing by Caltrans and FHWA, and assists the Resident
Engineer in tracking the frequency of testing.
When two or more projects are being furnished identical materials simultaneously from the
same plant, it is not necessary to take separate samples or perform separate tests for each
project; however, copies of the test reports are to be provided for each of the projects to
complete the records.
SPECIFICATIONS
The City will use the following specifications for highway construction projects and contracts:
• Standard Specifications for Public Works Construction (Green Book)
• Caltrans Standard Specifications
• Special Provisions developed for specific projects by the City (project specific)
The City will assure that certified laboratories and consultants hired by the City to perform
Acceptance Testing are familiar with the Project Specifications and Special Provisions.
532
APPROVED BY :
NAME:
TITLE:
AGENCY :
Attachments :
Sean Corrigan
City Engineer/Public Works Director
City of Moorpark
Quality Assurance Program
March 5 , 2020
Page 5
C394 79 Expires 12/31/2021
RCE No. and Expiration Date
DATE : ) fv1 A (j{_ -Z....C>
1) Appendix D from Caltrans QAP -Sampling and Testing Frequency
2) Exhibit 16-V from LAPM -Source Inspection Request
3) Appendix F from Caltrans QAP -Materials Accepted by Certificate of Compliance
4) Appendix J from Caltrans QAP -Example of Vendor's Certificate of Compliance
5) Appendix K from Caltrans QAP -Example of Material Certificates/Exceptions ...
533
N
N
Appendix D -Acceptance Sampling and Testing Frequencies
Note: It may be desirable to sample and store some materials. If warranted, testing can be performed at a later date.
Portland Cement (Hydraulic Cement)
Materials to be Sample Size Sampling/festing Freq uency Typical Test Description or Comments
Sampled or Tested Methods
Cement/fly as h 8-lb. sampl e If possible, take a least one sample per job, even if ASTMD75 , St andard for sam pling hydra ulic cement or
(Sampling only) the material is accepted based on a Certificate of C494 fly ash.
Comp liance. CT 125
AASHTO
Tl 27,
M85 , M295
Cement 8-lb. samp le If the product is accepted based on a Certific ate ASTM C 109 If te stin g appears warranted, fab ricate s ix
(Testing Only) of Compliance , testing is not requi red . If the product CT 5 15 2-i n. mortar cubes us in g the Portland (or
is not accepted usin g a Certificate of Compli a nce, AASHTO hydrau li c cement). Test for compressive
test at least once pe r job. T106 strength.
Portland Cement Concrete (Hydraul ic Cement Concrete)
Materials to be Sample Size Samplingffesting Frequency Typical Test Description or Comments
Sampled or Tested Methods
Aggregate for Hydrau-50 -l b. samp le Take o ne aggregate sample for each 1000 c u. yd. of ASTMD75 Samp le aggregate from be lt or hopper
li e Cement Concrete PCC/HCC concrete. Test at least one sam pl e per CT 125 (random basis).
(Sa mpling & job. AASI-ITO M6,
Testing) T2,
M80
Water Take a two-quart sample If the water is clean with no record of chlorides or CT 405 , CT If testing appears warranted, test for
(Sa mpling & Testing) us in g a clean pl ast ic jug s ulfates greate r than I %, no testing is required. Jf 422 , chlorides and sulfates.
(with lining) and sealed the water is dirty do not use it. Test only when the CT417
lid. Sample at the point chloride o r s ul fa te s are suspected to be g reater than AASJ-rro R.23
of use . 1%.
,,
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534
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Appendix D (continued)
Portland Cement Concrete (Hydraulic Cement Concrete)-Continued
Materials to be Sample Size Samplingffesting Frequency Typical Test
Sampled or Meth ods
Tested
Air Entraining Take a one-quart sample If the product is accepted based on a ASTMC233
Admixtures using a clean , lined Cert ificate of Comp li ance , testing is not AASHTO Ml 54 ,
(Sampling & can or plastic bottle, if required. Take one sample per job. Prior Tl57, C260
Testing) liquid . If powder, take a to sampling , check with Caltrans (METS)
2.5 lb. sample. for acceptable brands and dosage rates.
Water If liqu id , take a 1-qt. If the product is accepted based on a ASTMC494
Reducers or Set sam ple using a clean Cert ificate of Compliance , no testing is AASHTO Ml94
Retarders plastic can. If powder, required. If not, test once per job. Prior to
(Sampling & take a 2.5 lb. samp le. using this product, please check with
Testing) Caltrans (METS) for acceptable brands
and dosage rates .
Freshly-Mixed Approx. 1501b . (or 1 cu. When tests are required , take at least one ASTM C l 72 ,
Co ncrete ft.) near mixer discharge. sample for each 500 to 1000 cu. yd. of C6 85
(Sampling) PCC/HCC. CT 539
AASHTO T141,
Ml57
Freshly-Mixed Approx . 150 lb / (or 1 cu. On projects with 500 cu. yd., or more , test ASTM Cl43
Concrete ft .) near mixer discharge . at least one samp le per job . AASHTO Tl 19
(Testing)
Fres hly-Mixed Approx. 150 lb/ (or I cu . On projects with 500 cu. yd., or more , test ASTMC360
Concrete ft.) near mixer discharge at least one sample per job . CT 533
(Testing)
Freshly-Mixed Approx. 150 lb / (or 1 cu. On projects with 500 cu. y d ., o r more , test ASTM C231
Concrete ft.) near mixer discharge at least one samp le per job. CT 504
(Testing) AASHTO Tl52
Fresh ly -Mixed Approx. 150 lb / (o r 1 cu . On projects with 500 cu. yd ., or more , test ASTMC138
Concrete ft.) near mi xe r discharge at le ast one sample per job. CT 518
(Testing) AASHTO T121
Description of Comments
If testing appears warranted, test for
sul fates and chlorides Admixtu res with
sul fates and ch lo rid es greater than 1 %
sho uld not be used.
If testing appears warranted , test for
sulfates and chlor id es. Admixture s
with sulfates and chl or id es greater than
1 % should not be used.
This describes a method to sample
freshly-mixed concrete .
T hi s test determines the s lump of the
fres hl y-mixed concrete.
This test determines the ball
penetration of the fresh ly-mi xed
concrete .
This test determines the air content
of freshly-mixed concrete (pressure
method).
This test determines the un it we ight of
fres hl y mixed concrete.
,,
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~~ 0 '<' (1) ;-o ::, ....., = '1:) :,, ..,
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cr-0 '< (1) r<
0 ~
0 0 :,, -0 -3 ► (1) CTO ::,
(1) ....
::, :,,
£:. ::,
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;;,:;@
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535
N ..,.
Appendix D (continued)
Portland Cement Concrete (Hydraulic Cement Concrete) -Continued
Materials to be Sample Size Samplingffesting Frequency
Sampled o r
Tested
Freshly-Mixed Approx. 150 lb / (o r 1 cu . ft.) Fabricate at least two concrete cy lind ers
Co ncrete near mixer discharge per project. Test for compressive strength
(Testing) at least once for each 500 to 1,000 cu. yd .
of structural concrete .
Freshly-Mixed Approx im ate ly 210 lb . of One samp le set for every 500 to 1,000 cu.
Concrete concrete are needed to yd. of concrete .
(T esting) fabricate three concrete
beams.
Soils and Aggregates
Materials to be Sample Size Samplingffesting Frequency
Sampled or
Tested
Aggregate One 50-lb . sample Take one sample for every 500 to 1,000
(Sam pling) tons of materials. Test at least one sample
per project.
Take one sample for every 500 to 1,000
tons of materials . Test at least one
F ine Aggregates One 50-lb . sample sample per project.
(Testing)
Take one sample for every 500 to 1,0 00
Fine Aggregate One 50 -lb . sample tons of materials . Test at least one
(Testing) sample per project.
Take one sample for every 500 to 1,000
Coarse Aggregate One 50-lb. sample tons of materia ls . Test at least one
(Testing) sample per project.
Typical Test
Methods
ASTM C39
CT 521
AASHTO T22
ASTM C78
CT 31
AASHTOT97 &
T23
Typical Test
Methods
ASTMD75
CT 125
AASHTOT2
ASTM C l28
CT208
AASHTO T84
ASTM C128
CT207
AASHTO T84
CT206
Description or Comments
Th is test is used to fabricate 6 " x 12 "
concrete cy lind ers. Compressive
strengths are determined , when
needed.
This test is used to determine the
flexural strength of simp le concrete
beams in third-point loading
Description or Comments
This test describes the procedures to
samp le aggregate from the belt or
hopper (random basis).
This test determines the apparent
specific gravity of fine aggregates for
bituminous mixes , cement treated
bases and aggregate bases.
This test determines the bulk
specific grav ity (SSD) and the
absorption of material passing the No.
4 s ieve.
This test determines the cleanness of
coarse aggregate.
f
IOO
C -· p, < =-: V1 " q o·
►;:,
V, 0
V, ...,
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@ 0
;:, C,
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IO " ~~ C,
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cr-0 '< (1)
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;:, p,
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536
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V)
Soils and Aggregates -Continued
Materials to be Sample Size
Sampled or
Tested
Coarse Aggre -One 50 -lb . sample
gate
(Testing)
Soils and One 50 -lb . sample
Aggregates
(Testing)
Soils and One 50 -lb. sample
Aggregates
(Testing)
Soils and One 50-lb . sample
Aggregates
(Testing)
Soils and One 50 -lb. sample
Aggregates
(Testing)
Soi ls and One 50-lb. sample
Aggregates
(Testing)
Soils and One random location for
Aggregates every 2 ,500 sq . ft.
(Testing)
Soils and One random location for
Aggregates every 2,500 sq. ft .
(Testing)
Appendix D (continued)
Sampling/resting Frequency Typical Test
Methods
Take one sample for every 500 to 1,000 ASTM Cl27
tons of materials . Test at least one sample CT227
per project. AASHTO T85
Take one sample for every 500 to 1,000 ASTMC136
tons of materials. Test at least one sample CT202
per project. AASHTO T27
Take one samp le for every 500 to 1,000 ASTMD2419
tons of materials. Test at least one samp le CT 2 17
per project. AASHTOT176
Take one sample for every 500 to 1,000 ASTMC117
tons of materials. Test at least one sample AASHTO TII
per project.
Take one samp le for every 500 to 1,000 ASTMD3744
tons of materials. Test at least one samp le CT229
per project. AASHTOT210
Take one sample for every 500 to 1,000 ASTMD2844
tons of materials. Test at least one samp le CT 301
per project. AASHTO Tl90
Take o ne sample for every 500 to 1,000 ASTM D2922
tons of materials. Test at least one samp le CT 231
per project. AASHTO T238
Take one samp le for every 500 to 1,000 ASTMD3017
tons of materials. Test at least one sample CT23 1
per project. AASHTO T239
Description or Comments
This test determines the specific
gravity and absorption of coarse
aggregate (material retained on the No .
4 sieve).
This test determines the gradation of
soils and aggregates by sieve ana lysis.
This test determines the Sand Eq uiv a-
lent of soils and aggregates.
This test determines the gradation for
materials finer that the No. 200 sieve
(by washing method).
This test determines the Durability
Index of soils and aggregates.
This test determines the Resistance
Value (R-) and expansion pressure of
compacted
materials.
Th is test determines fie ld densities
using the
nuclear gage .
Th is test determines the water content
using the nuclear gage.
,.
0 :t ;;;· o·
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► en en ;;;·
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9
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537
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°'
Asphalt Binder
Materials to be
Sampled or Tested
Asphalt Binder
(Sampling)
Asphalt Binder
(Testing)
Asphalt Binder
(Testing)
Asphalt Binder
(Testing)
Asphalt Binder
(Testing)
Asphalt Binder
(Testing)
Asphalt Binder
(Testing)
Asphalt Binder
(Testing)
Sample Size
One 0 .5-gal. sample placed
in a clean , sealed can.
One 0.5 -gal. sample placed
in a clean, sealed can.
One 0.5-gal. sample placed
in a clean, sealed can.
One 0.5 -gal. sample placed
in a clean , sealed can.
One 0.5-ga l. sample placed
in a clean , sea led can.
One 0.5 -gal. sample placed
in a clean, sealed can.
One 0.5 -gal. sample placed
in a c lean , sea led can.
One 0.5-gal. sample placed
in a clean , sealed can.
Appendix D (continued)
Samplingffesting Frequency Typical Test
Methods
Samp le once per job at the asphalt CT 125 '
concrete plant. ASTM D 979
AASHTO T 168 ,
T48
Sample once per job at the aspha lt ASTM D92, DJ 17
concrete plant. AASHTO T48
Obtain one samp le at the asphalt ASTMD2872 &
concrete plant for each 1,000 tons D92
of asphalt concrete placed. CT 346
AASHTO T240
&T48
Obtain one sample at the asphalt ASTMD2042
concrete plant for each 1,000 tons AASHTOT44
of asphalt concrete placed .
Obtain one sample at the asphalt ASTMD2171
concrete plant for each 1,000 tons AASHTO T202
of asphalt concrete placed.
Obtain one samp le at the asphalt ASTMD5
concrete plant for each 1,000 tons AASHTO T49
of asphalt concrete p laced .
Obtain one sample at the asphalt ASTMD113
concrete plant for each 1,000 tons AASHTOT51
of asphalt concrete placed.
Obtain one sample at the aspha lt ASTM D2170
concrete plant for each 1,000 tons AASHTO T201
of asphalt concrete placed.
Description o r Comments
This procedure describes the proper method
to samp le the asphalt binder.
This test determines the flash point of the
asphalt binder (by Cleve land open cup).
This test determines the rolling
thin-film oven test (RTFO).
This test determines the so lubili ty of
asphalt material in trichloroethylene .
This test determines the dynamic
viscosity , (abso lut e viscosity of
asphalt @ 140 degrees F by the
Vacu um Capillary Viscometer Po ises).
This test determines the penetration of bitu-
minous material @ 77 degrees F and per-
centage of original penetration from the
residue.
This test determines the ductility of
asphalt @ 77 degrees F .
Th is test determines the kinematic
viscosity of asphalt @ 275 degrees F
(Cent i stoke).
,,
,0 CJ
,:: -· Pl < ::::--: en· q o·
►;:,
"' 0 "'...., ~ b ;:, ()
0 Pl
(1) -
'"O ► .... "' 0 "' (IQ -· .... ~ Pl I).) 3 ;:, ()
,,__(1)
,0 " ~ ~ ~~
Pl 0 ;:, ....,
,:: '"O "" .... -0
o' ~ .... c..
c::: =i
"' (1)
(1) "'
cr-CJ '-< (1)
t""' <
0 ~
() 0
Pl -0 -3 ► (1) (IQ ;:,
(1) -;:, Pl
() ;:, o· c.. "' ....,
;;,:, ;;l
(1) -· < ;:, ;:;;· s·
(1) (IQ
c..
'-Pl ;:,
,::
Q
N
?
N
0
,.~-::.._.-~
\ '. ' ~~I
538
N
--.J
Asphalt Binder -Continued
Materials to be Sample Size
Sampled or Tested
Asphalt Binder One 0.5-gal. sample placed in
(Testing) a clean , sealed can .
One 0.5-gal. sample placed in
Asphalt Binder a clean , sealed can.
(Testing)
Asphalt Emulsified
Materials to be Sample Size
Sampled or Tested
Emulsified Asphalt One 0.5 -gal. sample placed in
(Sampling) a clean , sealed can.
Emulsified Asphalt One 0.5 -gal. sample placed in
(Testing) a clean , sealed can.
Emulsified Aspha lt One 0.5-ga l. sample placed in
(Testing) a clean , sealed can.
Emulsified Asphalt One 0.5 -gal. sample placed in
(Testing) a clean , sealed can.
Emulsified Aspha lt One 0 .5-gal. sample placed in
(Testing) a c lean , sealed can.
Appendix D (continued)
Sampling/resting Frequency Typical Test
Methods
Obtain one sample at the asphalt ASTMD2171
concrete plant for each 1,000 AASHTO T202
tons of asphalt concrete placed.
Obtain one sample at the aspha lt ASTMD36
concrete plant for each 1,000 AASHTO T53
tons of asphalt concrete placed.
Sampling/resting Frequency Typical Test
Methods
Obtain one samp le at the asphalt ASTMD140,
concrete plant for each 1,000 tons D979
of asphalt concrete placed. CT 125
AASHTO T40,
T168
Obtain one sample at the asphalt ASTMD244
concrete plant for each 1,000 tons AASHTO T59
of asphalt concrete placed.
Obtain one samp le at the asp halt ASTMD244
concrete plant for each 1,000 tons AASHTO T59
of asphalt concrete placed.
Obtain one sample at the asphalt ASTMD244
concrete plant for each 1,000 tons AASHTO T59
of asphalt concrete placed.
Obtain one sample at the asphalt ASTMD244
concrete plant for each 1,000 tons CT330
of AASHTO T59
asphalt concrete placed.
Description or Comments
This test determines the dynamic
viscos ity. (abso lu te v iscosity of
asphalt @ 140 degrees F by the
Vacuum Capi ll ary Viscometer Poises).
This test determines the softening point of
asphalt.
Description or Comments
This test describes the procedure to
sample the emulsified asphalt.
This test determines the sieve
retention of emuls ifi ed asp ha lt.
This test determines the weight per ga ll on
of emuls ified aspha lt.
T hi s test determines the penetration of the
emu lsified asphalt.
This test determines the residue @ 325
degrees F evaporation of
emuls ified asphalt.
f
,0 i:J
C -· p, < :: c:n·
~ o·
►::,
"' 0 "'...., @ b ::, ()
() p,
(1) -
>-c:,► .., "'
0 "' (JQ oi' .., -p, p, a ;:;
.,-.._ (1) ,0 V
~ ~ ()
~ (1)
p, 0 ::, ....,
C "'O
~cl
o' ~ .., 0..
c::;
"' (1)
(1) "'
er 0 '< (1) r<
0 ~ () 0
p, -a -3 ► (1) (JQ ::,
(1) -::, p,
() ::,
;;;· 0..
"' -,
;;,oiil
(1) -· < ::, v=;· 5·
(1) (JQ
0..
'-p, ::,
]
N ,o
N
0
539
N
00
Asphalt Emulsified -Continued
Materials to be Sample Size -Sampled or Tested
E mulsified Asphalt One 0.5 -gal. sample placed
(Testing) in a c lean , sea led can.
E mulsified Asphalt One 0.5-gal. sample placed
(Testing) in a clean, sealed can .
Hot Mix Asphalt (Asphalt Concrete) -Concrete
Materials to be Sample Size
Sampled or Tested
Obtain one 30-l b. sample each
Asphalt Concrete day of production
(Sa mpling)
Aspha lt Concrete 4" x 8" cores
(Testing)
Asphalt Concrete Obtain one 30 -lb . sample for
(Testing) each day of production
Asphalt Concrete 4 " x 8" cores
(Testing)
Appendix D (c ontinued)
Samplingffesting Frequency Typical Test
Methods
Obtain one sample at the asphalt ASTMD4402
co ncrete plant for each 1,000 tons AASHTOT201
of asphalt concrete placed.
Obtain one sample at the aspha lt ASTMD88
concrete plant for each 1,000 tons AASHTO T72
of asphalt concrete placed.
Samplingffesting Frequency Typical Test
Methods
Obtain one sample at the asphalt ASTMD75 , D140 ,
concrete plant for each 5,000 tons D979
of asphalt concrete placed. CT 125
AASHTO T 40 , Tl68
Take one 4" x 8" core for every 500 ASTMD I 188 ,
ft of paved roadway. Dl560,D1561 ,
D5361
CT 304
AASHTO T246 , T24 7
ASTMDl 188 ,
Obtain o ne sample for every five Dl560,D1561,
cores taken. D5361
CT304
AASHTO T246 , T247
Obtain one samp le for every five ASTMD2726,
cores taken. DJ 188 , D5361
Description or Comments
This test determines the Brookfield
viscosity.
This test determines the Saybo lt-
Furol viscosity of emulsified aspha lt
@ 77 degrees F (seconds).
Description or Comments
This test describes the procedure to
sample the asphalt concrete.
This test determines the fie ld density
of street samp les.
This test determines the laboratory
density and relative compaction of
asphalt concrete.
This test determines the spec ific
gravity of compacted bituminous
mixture
dense-graded o r non-absorptive .
,,
q o·
;i:,.=
en 0 "' ...., !:; r
I>' 0 :, {')
{') I>'
(1) -
"O ► a ~
(IQ in.
~ s-3 :, {')
,-._(1)
;::)'
;i:,.O
~9 {') 2::: (1)
I>' 0 :, ....,
== "O I>' ...,
-0
o' ?6 ..., 0..
C !:;
en (1)
(1) en
0-0 '< (1) r<
0 ~
{') 0
I>' "O -3 ► (1) (IQ :,
(1) -:, I>'
~-g_
en ,-J
~@
(1) -· < :, ;:;;· 5·
(1) (IQ
0..
~ :, g;
Q
N
"o
N
0
540
N
'°
Hot Mix Asphalt (Asphalt Concrete)-Continued
Materials to be Sample Size
Sampled or
Tested
Asphalt Concrete One 30-16 sample
(Testing)
Asphalt Concrete One 30 -16 sample
(Testing)
Geotextile Fabric One 12 ft. x 3 ft. sample
(P laced U nder
the Asphalt Con -
crete)
(Testing)
Asphalt Concrete Sample any test location
(Testing) (random basis)
Asphalt Co ncrete One 10-16 sample
(Testing)
Slurry Seals One 0.5 gal. samp le in a clean ,
(Sample) dry plastic container.
Aggregate for One 30 -16 . samp le.
Slurry Seals
(Testing)
Appendix D (continued)
Samplingffesting Frequency Typical Test
Methods
Obtain one sample for every 1,000 ASTMD1559
tons of asphalt concrete. AASHTO T245
Obtain one sample for every 1,000 ASTM C 117 ,
tons of asphalt concrete. D2172 (use
Method B)
AASHTO Tl64
Obtain one sample per job. ASTM D4632
AASHTOM288
Obtain one sample for every 1,000 ASTMD2950
tons of asphalt concrete . CT 375
Obtain one samp le during every day ASTMD1560,
of production . D1561
CT 366
AASHTO T246 ,
T247
Obtain one sample per truck ASTM D979
CT 125
AASHTO T40 ,
Tl68
Obtain at least one sample per ASTMD2419
project from the belt or hopper or CT217
stockpile and test for Sand AASHTO Tl76
Equivalent
Description or Comments
This test determines the resistance to
plast ic flow of prepared mixes as
determined by the Marshall Method.
This test determines the screen analysis of
aggregates recovered from asphalt
materials.
This test determines the weight per sq. yd.
and grabs strength of
geotextile fabrics.
This test determines the nuclear field
density of in -pl ace asphalt concrete.
This test determines the stability value of
aspha lt concrete.
This test describes the procedure for
samp lin g the slurry seal.
This test determines the Sand
Eq uivalent of agg regates.
,,
'< o·
►::,
"' 0 "' ....., ::: r
;;i 0 ::, ()
(l i:,,
(l) -
'"O ► a ~
(JQ vi.
@ s
3 g
,-.._(l) ,0 .
;i:.O ,:g Bl
() 3::: (l)
i:,, 0 ::, .....,
::: '"O
~cl
8' g ..., a.
C: !:;
"' (l)
(l) "'
er 0 '< (l) r<
0 2-
(l 0
i:,, -a ;:s
(IQ (l)
(l) a
::, i:,,
~-::,
(l) a.
"' --l
:;,::,@
(l) ~· < ::, ;:;;· ;·
(l) (IQ
a.
<-,
i:,, ::, :::
~
N
.o
N
0
541
w
0
Slurry Seals
Materials to be
Sampled or Tested
Aggregate for Slurry
Seals
(Testing)
Slurry Seals
(Testing)
Steel
Materials to be
Sampled or Tested
Steel Strand
(Testing)
Steel Rebar
(Testing)
Sample Size
One 30-lb . sample .
One 0.5 gal. sample
in a clean , d ry plas-
tic container.
Sample Size
Samp le strand at
various sizes.
Sample rebar at
various sizes .
Appendix D (continued)
Samplingffesting Frequency Typical Test
Methods
Obtain at least one sample per project from the ASTM Cll7
be lt , hopper, or stockpile and test for sieve AASHTO Tll
analys is of fine sand.
Test one sample per project and test for ASTM D3910
Abrasion.
Samplingffesting Frequency Typical Test
Methods
This item may be accepted using a Certificate of ASTM A370 ,
Compliance . Sample and test at least two steel A416 , E328
strands per job when a Certificate of Compliance AASHTO T244
is not used.
This item may be accepted using a Cert ificate of ASTM A615 ,
Compliance . Sample and test at least two steel A370
rebar per job when a Certificate of Compliance is AASHTO T244
not used.
Description or Comments
This test determines the sieve
analysis of fine sand (gradation of
materials finer than No. 200 sieve by
wash grading).
This test determines the Wet Track
Abrasion Test (2) (WTAT).
Description or Comments
This test determines the tensile
strength of uncoated seven-wire
stress -relieved strand for pre-
stressed concrete.
This test determines the steel
reinforcement bar tensile strength
and bend capab ility.
,.
,0 0
:::: -· i,, <: =-: ;;;·
-<' o·
;i:,.=
V, 0
V, ....,
:::: r ;;l 0 ::, ()
() i,,
(1) -
-0 ► .., V,
0 V,
(IQ ;;;· .., -3 ~
,,....._ (1)
,0 " ~ ~ ()
~ (1)
i,, 0 ::, ....,
:::: -0 i,, ..,
-0
<Y ~ .., 0..
C:;
V, (1)
(1) V)
cr-0 '< (1) r <
0 ~
() 0
i,, -a -3 ► (1) (IQ ::,
(1) -::, i,,
() ::,
;;;· 0..
V) >-:I
;;-, ;;l
(1) -· <: ::,
c,;· 5·
(1) (IQ
0..
'-i,, ::,
::::
Q
N .o
N
0
542
Attachment 2
Local Assistance Procedures Manual EXHIBIT 16-V
Source Inspection Request to DLAE
SAMPLE COVER MEMO
SOURCE INSPECTION REQUEST
FROM LOCAL AGENCY TO
CAL TRANS' DISTRICT LOCAL ASSISTANCE ENGINEER
(Prepared By Applicant On Applicant Letterhead)
To: (name) Date:
Caltrans' District Local Assistance Engineer
Caltrans' Local Assistance Office
( district office address)
Federal-aid Project Number: ~C-=if~o=n=e~h=a=s~b~e~e-=n~a=s=s1=· g=n=e=d),___ __________________ _
Project Description:---------------------------------
Project Location:----------------------------------
Subject: (Source Inspection for Project Name, County)
_We are requesting that Caltrans provide Source Inspection (reimbursed) services for the above mentioned
project. We understand we are responsible for paying for this service provided for by the State. Listed below
are the materials for which we are requesting Caltrans' Source Inspection (reimbursed) services.
Materials that will require source inspection:
Justification for request: (Based on the requirements in Section 16.14 under "Source Inspection")
Any question you might have about the above materials should be directed
to: ______________ , at ____ (_ph=o=n=e~#"--.),___ _______ _
Approved:
(Applicant Representative Name) District Local Assistance Engineer
(Title) (Date)
(Local agency, name & address)
Page 16-109
February 1, 1998 543
Di v is io n of Loca l Ass ista nce, O ffi ce of Proce dures D eve lo pm e nt a nd T rainin g
Qua li ty Ass ura nce Prog ram (QAP) Ma nu a l fo r Use by Loca l Agenc ies Rev ise d Janu ary 20 , 2011
Attachement 3 1(,:•--~
\ 1/ , .........
Appendix F -Construction Materials Accepted by a Certificate of
Compliance *
So il A me ndme nt
F ib e r
Mul c h
Sta bili z in g E mul s io n
P lastic Pipe
Lime
Re in forc ing Stee l
Stru c tural Ti mb e r and Lumbe r
T reate d Timbe r an d Lumber
T imb e r a nd L umb e r
C ul ve rt and Dra in age Pip e Jo ints
Re in fo rced Conc rete Pipe
Corru gate d Stee l Pipe and Corrugated S tee l Pipe Arc hes
Stru c tural Meta l Pl ate Pipe Arc hes a nd Pip e Arche s
Pe rfo rated Stee l Pip e
Po lyv in y l C hl o rid e Pip e and Po lyethy le ne T ubin g
Stee l E ntran ce Tape rs , Pip e D own d ra in s, R edu cers, Co uplin g Ba nd s and S lip Jo ints
A luminum Pipe (Entrance Ta pe rs , Arc hes , Pip e Down d rain s , R edu ce rs , Couplin g Ba nd s a nd S lip Jo ints)
Meta l Tar get P la tes
Electri cal Condu cto rs
Po rtl a nd Cement
Min o r Conc re te
Wate rsto p
* If Caltran s Sta nd a rd S pec ifi cati o ns May 2 00 6 is part of co ntract s pec ificati o ns .
No te : Us u a ll y th ese it e ms a re in s pecte d at th e s ite of ma nu facture or fa bri cati o n and rei ns pecte d afte r
de li very to th e j o b s it e .
32
544
Attachment 4
Di v is io n of Local Ass ista nce , O ffi ce of Proce dures D eve lo pm ent and Trainin g
tb/lnJtw Qua li ty Ass uran ce Program (QAP ) Manu al for Use by L ocal Age nc ies Rev ise d Janu ary 20, 2011
Appendix J.1 -Example of a Vendor's Certificate of Compliance
No. 583408
STATE Of' CALIFORNIA• DEPARTMl;NT OF TRANSPORTATION
VENDOR'S CERTIFICATE OF COMPLIANCE
MR•OIWS (REV, !l/03). ICT •71M 1-6020-2
0 PAECAST CONCRETE PRODUCTS OR ~ SOth'-/l) W ,1-L-L.
TO: /32L? s Y.A.l ,l).€,e
WecenilyllWII U..po,rlandc.,,,.,,,, -iul--~mnl-lrl Ille
mMIH"'1 d-'IMq below~•,,,_.,,,,_,_ comply wlrh sp«IIIUI-..,:
CONTRACT NUMBER:
CEMEHTIIRANO Ml.I.LOCATION V-Yz.. CE/1-rcfl/r Co. . M/.bL,11/Ni).1
rw~_o:· -Mti/Jlhe)) cAL.;,t:0;,gN/A--
CHEM1cAL ADMIXTURE
,. BRAND .• .,,,e,c. All.H1xrvl'r-: •uANUf~TUREJ!z
,.,, /CJ:., XI. SV?PL/£1?..
.... , WA-nf!l R.£/JI/CJ:,e_
2. BRANO
TYPE
O cicc1< 801< IFA ci«ucAL ~~WASHOTU&£D
MINERAL ADMl,mJRE
M~l\JAER / ~ !~WIS ~z:.z •.. a.'-• ..• -~ -E · □ OHE.ci< _,, A IMIERALADMx~ WASNOrUSED
llSf PROOUCTs ·,o WMICM C&ATIFICATI! APPLIES. ,s,_, ., •• _, //,t, II. "' ........ "-,
__, ., .. tHMrbon, lo, l'Ntlll"""-'
~~~
~~
MANUFMll)IR!a A OF ~E-;t PaoolJCTS ~-'£."· ~c"AlJY M/X
By 1 AU'OiORIZED IIJPR!;SEHTA~E . ~ v&e: -~
FM ti 1131 Orltlnal • 11H. lotr, -a..lloalo. 08" 01 554124 a
36
545
Div is io n of Loca l Ass istance, O ffi ce o f Proce dures D eve lo pm e nt and Training
-Q uali ty Ass ura nce Program (QAP) M anu a l fo r Use by Loca l Agenc ies Rev ise d Ja nu ary 20, 2011
Appendix J .2 -Example of a Certificate of Compliance for
Portland Cement (continued)
This is to certify that the
Portland Cement
S uppli ed by AB C Ce me nt Comp a ny co mpli es with a ll
re quire ment s fo r Ty pe II P o rtl a nd Ceme nt w he n tested in
ac co rd a nce w ith AS TM C -494 .
Local Age ncy Pro ject No .
HP2 IL -505 5 -I I I
.'A.{/Jert J-fowakowa
Qua li ty Ass uran ce E ng in eer
A B C Ceme nt C ompany
Da te: 0 7/07 /07 .
37
546
Attachment 5
Di v is io n o f Loca l Ass istan ce, Offi ce o f Proce du res Deve lo pm e nt and Tra inin g
-Qua li ty Ass ura nce P rog ram (QAP) Manu a l fo r Use by Local Agenc ies Rev ise d Ja nu ary 20 , 2 011
Appendix K -Examples of Materials Certificates/Exceptions
(Signed by the Resident Engineer at the Completion
of the Project)
Fe d e ral-a id Proj ec t No.: Pro ject HP2 1L -5055 -111
Subject: Material s C ertification
Thi s is to certi fy th at th e result s of th e tests o n acce pt ance sampl es indi cate th at th e mate ri a ls
in co rp o rated in th e co nstru c ti o n wo rk a nd th e constru ct io n o perati o ns co ntroll ed by sa mplin g
[xi and tes tin g we re in co nfo rmi ty w ith th e a pprove d pl a ns and s pec ifi cati o ns.
D A ll materi a ls exce pti o ns to th e pl a ns and s pec ifi cati o ns o n thi s proj ect a re no te d be low .
No exce pti o ns we re fo und to the pl an s a nd s pec ifi cati o ns o n thi s proj ect.
Bill Sanders 'Bi{{ Sanders
Re sident Engineer (Print Name) Re sident Engineer (Signature)
7/7/07
(Date)
Note: The s igned ori gin a l of thi s ce rtifica te is pl ace d in the Res id e nt E ng in ee r 's project fil es a nd o ne
cop y is mail ed to th e DL AE a nd filed und e r "Re port of Ex pe nditure s."
See the attachment (next page)
38
547
• Di v is ion of Loca l Ass istance , Offi ce of Proce dures Deve lo pm ent and Trainin g
fblllww Qu a li ty Ass ura nce Program (QAP) Manual fo r Use by L ocal Age nc ies Rev ise d Janu ary 20, 2011
Appendix K (continued)
Attachments: Materials Exceptions (Acceptance Testing)
Type of Description Total Tests Number Action Taken
Test of Work Performed On ofFailed
the Proiect Tests
Slump Test Concrete 8 1 When the measured slump exceeded the
Sidewalk maximum limit, the entire concrete load was
rejected.
Sand Aggregate 10 I The tested S .E. was 70 and the contract
Equivalent for Structural compliance specification was 71 minimum.
Concrete However, the concrete 28-day compressive
strength was 4800 psi. The concrete was
considered adequate and no materials
deductions were taken.
Compaction Sub grade 12 I One tailed test was noted . The failed area was
Material watered and reworked. When this was
completed, a retest was performed. The retest
was acceptable.
Compaction Hot Mix As-12 I One failed area was noted. It was reworked
phalt and retested. The second test met
specifications.
Bill Sanders July 4, 2 007
Res id ent Eng in eer (Print N a me) Res id e nt Eng in eer (S ig nature) Date
39
548