Camarillo City Council
June 24, 2026

Camarillo Sanitary District

Public Works Department
Capital Projects

NOTICE TO BIDDERS, PROPOSAL, CONTRACT

AND SPECIFICATIONS

FOR THE CONSTRUCTION OF

Pleasant Valley Road
Sewer Force Main – Phase 1
Project No. SS-5037-1

BID OPENING
May 21, 2026, AT 3:00 P.M.

James Campero Michael Kang, PE
Assistant Director of Public Works, Principal Civil Engineer City Engineer
R.C.E. 76459, Exp. 12/31/2026

PLEASANT VALLEY ROAD
SEWER FORCE MAIN - PHASE 1
PROJECT NO. SS-5037-1

PROJECT ADMINISTRATION
All inquiries relative to this projec t shall be directed to Michael Kang, Principal Civil Engineer of the Camarill o Sanitary District Public Works Department, prior to opening of bids. All questions relating to interpretation of the Contract Documents or products must be submitted in writing five (5) business days prior to the opening of bids, and responses will be in the form of written addenda, if required as further described in the bid documents. Ques tions submitted after this time period will not be answered.

Michael Kang
Principal Civil Engineer
Public Works Department
601 Carmen Drive
Camarillo, CA 93010
Telephone: (805) 388-5340
Fax: (805) 388-5387
Email: [email protected]

(8-2023)

CAMARILLO SANITARY DISTRICT

1. NOTICE INVITING BIDS

2. INSTRUCTIONS TO BIDDERS

3. BID PROPOSAL

4. PUBLIC WORKS CONTRACT

5. GENERAL CONDITIONS/SPECIFICATIONS

6. SPECIAL PROVISIONS

PLEASANT VALLEY ROAD
SEWER FORCE MAIN – PHASE 1
PROJECT NO. SS-5037-1

Project Number:

SS-5037-1

Date: 04/22/2026

District Engineer

BIDS WILL BE RECEIVED UNTIL

MAY 21, 2026 AT 3:00 P.M.

Via electronic transmission on the Camarillo Sanitary District PlanetBids portal site

(8-2023)

NOTICE INVITING BIDS
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CAMARILLO SANITARY DISTRICT

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the Camarillo Sani tary District (“DISTRICT”), will receive bids for the below stated Project ONLY via electronic transmission on the DISTRICT’S online PlanetBids portal site until 3:00 p.m., May 21, 2026, and will be opened and posted online via PlanetBids portal site immediately thereafter.

PLEASANT VALLEY ROAD
SEWER FORCE MAIN – PHASE 1
PROJECT NO. SS-5037-1
The project to be constructed consists of constructing 270 linear feet of buried 26-inch nominal diameter HDPE DR 21 sanitary sewer force main pipeline, 50 linear feet of buried 24-inch DIP CL 200 sanitary sewer force main pipeline, a 24-inch manually operated plug valve, fittings, and appurtenances via open cut methods; tracer wire and test boxes; detection tape; potholing; traffic control measures, trench restoration, removal of existing sewer pipelines, and all other appurtenant and related work required in accordance with the Contract Documents.

Obtaining Bid Documents: The Bid Documents for this project are on file in the office of the undersigned. In addition prospective bidders may obtain free copies of these documents, including Proposal, Bid forms, Specifications, and Plans by registering online as a prospective bidder on the Camarillo Sanitary District PlanetBids portal site:
https://pbsystem.planetbids.com/portal/56271/portal-home. Hard copies are also available from the Camarillo Sanitary District, at 601 Carmen Drive, Camarillo, California 93010. THERE IS A $75 SERVICE CHARGE (ADD $15 POSTAGE IF PLANS ARE TO BE MAILED). These amounts are not refundable. Checks should be made payable to the Camarillo Sanitary District. Bidders may also obtain Bid Documents from the DISTRICT website at https://www.cityofcamarillo.org/cip with no fee.

Plans, general and special provisions, and proposal forms for the project are also filed with the following: Dodge Data & Analytics, www.construction.com; Ventura County Contractors’ Association, 1830 Lockwood Street, Suite 110, Oxnard, California 93030; BidAmerica, 41085 Elm Street, Murrieta, California 92562 (www.bidamerica.com); Plan Room, Construction Bidboard, Inc., 11622 El Camino Real, 1
st Floor, San Diego, California 92130; Builders Notebook, 133 E.

De La Guerra Street, Suite 62, Santa Barbara, California, 93101; and are by reference made a part of this Notice.

Bidders must be registered on the Camarillo Sanitary District’s PlanetBids portal in order to receive addendum notifications and to submit a bid. Go to PlanetBids for bid results and awards.

It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

Plans and special provisions are based on the use of the Standard Specifications for Public Works Construction, 2021 edition, written and promulgated by Public Works Standards, Inc. and all supplements thereto.
(8-2023)

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Bid Bond: The bid must be accompanied with an uploaded scanned copy to PlanetBids of the bid security in the form of a money order, a certified cashier’s check, or bidder’s bond executed by an admitted surety, made payable to DISTRICT. The bid security shall be an amount equal to ten percent (10%) of the total annual bid amount included with their proposals as required by California law.

Note: The original security of the three (3) lowest bidders must be submitted to the Public Works Department at 601 Carmen Drive, Camarillo, California 93010, in a sealed envelope and be received or postmarked within three (3) District business days after the bid due date and time for the bid to be considered. The sealed envelope should list the Bidder’s Name and be plainly marked on the outside: “SEALED BID SECURITY FOR PLEASANT VALLEY ROAD SEWER FORCE MAIN – PHASE 1 – PROJECT NO. SS-5037-1.”
Pre-Bid Meeting: A pre-bid meeting is scheduled for 11:00 a.m. on May 6, 2026, in the Central Conference Room at Camarillo City Hall, 601 Carmen Drive, Camarillo, California 93010. The City reserves the right to conduct a second pre-bid meeting at a later date.

Required Contractor’s License(s): Under Business & Professions Code section 7028.15 (e), a bid submitted to the District must be by a licensed contractor in accordance with Division 3, Chapter 9 of the Business & Professions Code unless one of the exceptions in Section 7028.15 applies.

Under Public Contract Code section 3300, the bidder must possess at the time a contract is awarded all classifications of contractor’s licenses required by the District. For this project, the District requires that the bidder possess a valid Class A contractor’s license.

Under Public Contract Code section 20103.5, failure of a bidder to be properly licensed at the time of the award of the contract will constitute a failure to execute the contract and will result in a forfeiture of the security of the bidder.

Required Contractor and Subcontractor DIR Registration : The District will accept bids only from bidders that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a bidder is a joint venture (Business & Professions Code § 7029.1) or if federal funds are involved in the project, then District may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded. Information on registration with the DIR is available at: https://www.dir.ca.gov/Public-Works/Contractor-Registration.html. This is a separate requirement from the Contractors State License Board licensing requirement.

Substitution of Securities: In accordance with Public Contract Code section 22300, substitution of eligible and equivalent securities for any moneys withheld to ensure performance under the contract for the work to be performed will be permitted at the request and expense of the successful bidder. Such equivalent securities must be deposited with District or with a state or federally chartered bank as the escrow agent who will then pay such moneys to the contractor.

Upon satisfactory completion of the contract, the securities will be returned to the contractor.

Securities eligible for investment include thos e listed in Government Code section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the contractor and District. The contractor will be the beneficial owner of any securities used to secure its performance. Any escrow agreement will be substantially similar to the form set forth in Public Contract Code section 22300.
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Federal Certificate: If this Notice indicates that this project is a federally-funded project and the Bid Proposal is for more than $100,000, the bidder and each of its subcontractors must submit signed copies of the Federal Certificate for Contracts, Grants, Loans and Cooperative Agreements.

Labor Code Compliance: Any contract entered into pursuant to this Notice will incorporate the applicable provisions of the California Labor Code.

Prevailing Wage Laws : The successful bidder must comply with all prevailing wage laws applicable to the project, and related requirements contained in the contract documents. Copies of the general prevailing rates of per diem wages for each craft, classification, or type of worker needed to execute the contract, as determined by Director of the State of California Department of Industrial Relations, are on file at the City, and may be obtained from the DIR website:
https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Upon request, District will make available copies to any interested party. Also, the successful bidder must post the applicable prevailing wage rates at the work site.

If federal funds are used to pay for the project, contractor and any subcontractor must agree to comply, as applicable, with the labor and reporting requirements of the Davis-Bacon Act (40 USC § 276a-7), the Copeland Act (40 USC § 276c and 18 USC § 874), and the Contract Work Hours and Safety Standards Act (40 USC § 327 and following).

Federal Wage Rates: For projects using federal funds that are subject to the Davis-Bacon Act (40 USC § 276a-7), a copy of the Federal determination of prevailing wages is available on the Internet at https://sam.gov/content/home and the determinations must be complied with.

Prevailing wage determinations must also be posted at each job site. The successful bidder and any subcontractor must agree to comply, as applicable, with the labor and reporting requirements of the Davis-Bacon Act, the Copeland Act (40 USC § 276c and 18 USC §874), and the Contract Work Hours and Safety Standards Act (40 USC § 327 and following).

Payroll Records and Prevailing Wage Monitoring : This project is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations. (Labor Code § 1771.4.). Each contractor and subcontractor must keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by the contractor or subcontractor in connection with the public work. These records must be certified and made available by the contractor as required by Labor Code section 1776. In the case of state-funded public works projects, certified payroll reports must be provided to District on a weekly basis. In the case of federally-funded public works project and in accordance with 29 C. F. R. § 5.5(a)(3), the contractor will be required to submit weekly payroll reports and compliance statements for this project.

Reservation of Rights: The Board of Directors reserves the right to reject any or all bids, waive any irregularities in the bids, and to make an award or any rejection in what it alone considers to be in the best interest of the District.

Dated this 22nd day of April 2026.

CAMARILLO SANITARY DISTRICT
By:

James Campero - District Engineer

(8-2023)

INSTRUCTIONS TO BIDDERS
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CAMARILLO SANITARY DISTRICT

INSTRUCTIONS TO BIDDERS

WORK IDENTIFICATION:

PLEASANT VALLEY ROAD
SEWER FORCE MAIN – PHASE 1
PROJECT NO. SS-5037-1

1. Terms Defined

1.1 Terms used in these Instructions to Bidders which are defined in the General Conditions/Specifications have the meaning assigned to them in the General Conditions/Specifications.

1.2 The term “successful bidder” means the lowest, responsible bidder to whom District makes an award of contract on the basis of District’s evaluation as provided in these Instructions.

1.3 The term “Standard Specifications” or “S.S.P.W.C.” means Standard Specifications for Public Works Construction written and promulgated by Public Works Standards, Inc., 2021 edition and all supplements thereto, available from BNi Publications, Inc., 990 Park Center Drive, Suite E Vista, CA 92081.

2. Copies of Contract Documents

2.1 Bidders may obtain complete sets of the Contract Documents from PlanetBids, the Camarillo Sanitary District website, or the District’s Public Works Department for the sum stated in the notice inviting bids.

2.2 Bidders will use a complete set of Contract Documents in preparing bids.

2.3 The District makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining bids for the Work and does not confer a license or grant permission for any other use of the Contract Documents.

2.4 Complete sets of Contract Documents must be used in preparing bids. It is the bidder’s obligation to ensure that the bidder has received a complete set of Contract Documents. Neither District nor its agents, officers or employees assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents. The District does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading, or printing of the Bidding Documents.

3. Qualifications of Bidder

3.1 The District will accept bids only from bidders that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a bidder is a joint venture (Business & (8-2023)

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Professions Code §7029.1) or if federal funds are involved in the project, then District may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded. This is a separate requirement from the Contractors State License Board licensing requirement below.

3.2 The bidder must be licensed to perform as prime contractor in accordance with the provisions of the Contractor’s State License Law (Bus. & Prof. Code § 7000 and following). Prior to awarding a bid, unless an exemption set forth in Business and Professions Code section 7028.15 applies, District will verify that the bidder was properly licensed when the bid was submitted. If a bidder was not so licensed, the bid will be considered non-responsive and will be rejected by District.

Under Public Contract Code section 3300, the bidder must possess at the time a contract is awarded all classifications of contractor’s licenses required by the District. For this project, the District requires that the bidder possess a valid Class A contractor’s license.

3.3 In addition to a state license, the contractor must also obtain a City of Camarillo business tax certificate before commencing work. The business tax certificate may be secured after the bids are opened, but prior to executing the contract. The business tax certificate must be kept current throughout the project until the recording of the Notice of Completion.

3.4 In order for District to determine the successful bidder, the bidder must be prepared to submit in writing, within five days after being requested to do so by District, such information and data as District may request, including without limitation, financial data, and previous experience. District reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy District that the bidder is the lowest responsible bidder properly qualified to carry out the contract.

3.5 The bidder may be required to establish to the satisfaction of District the reliability and responsibility of the persons or entities proposed to furnish and perform the work described in the Contract Documents.

3.6 Experience: The bidder must have a minimum of 3-years of experience in constructing work similar in character and magnitude to the work included in the bid. The work must be prosecuted with employees meeting the experience requirements along with appropriate apprentices. Employees used for satisfying this experience requirement or alternate staff with equal or better experience must be used continuously for the duration of the project. Changes in staffing must be submitted for approval by the Engineer.

4. Examination of Contract Documents and Site

4.1 Before submitting a bid, the bidder must: (i) examine the Contract Documents thoroughly, including without limitation the Contract wherein each of the other Contract Documents is identified; (ii) visit the site and the locality where the work is to be performed to become familiar with local conditions that may in any manner affect the cost, progress or performance of the work in strict accordance with the Contract Documents; (iii) become familiar with all federal, state and local laws, ordinances, rules and regulations that may in any manner affect the cost, progress or performance of the work in strict accordance with the Contact Documents; and (iv) study and carefully correlate bidder’s observations with the Contract Documents.

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4.2 Under Public Contract Code section 3400 and the Contract Documents, all specifications are deemed to include the words “or equal,” provided, however, permissible exceptions may be noted in the General Conditions/Specifications.

4.3 Reports, if any, of investigations and test of subsurface and latent physical conditions at the work site or otherwise affecting cost, progress or performance of the work which have been relied upon by the District Engineer in preparing the drawings and specifications are identified in the Special Provisions. District will make copies of such reports available to any bidder upon request. These reports are not guaranteed as to accuracy or completeness, nor are they part of the Contract Documents. Before submitting the bid, the bidder must, at bidder’s expense, make such additional investigations and tests as the bidder may deem necessary to determine its bid for performance of the work in strict accordance with the Contract Documents.

4.4 Upon request to the office of the District Engineer at 601 Carmen Drive, Camarillo, 805-388-5340, District will provide each bidder reasonable access to the job site to conduct such investigations and tests as the bidder may deem necessary for submission of its bid. Bidders performing investigative testing must obtain permit and restore areas affected by such activities. Investigations and tests that cause unreasonable disruptions may not be permitted.

4.5 The lands upon which the work is to be performed, rights-of-way for access thereto and other lands designated for use by contractor in performing the work are identified in the Drawings and/or Specifications.

4.6 By submitting a bid, the bidder warrants that it has complied with every requirement of this Section 4 and that the Cont ract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the work.

5. Interpretation

5.1 In the event of conflict between requirements as shown on the drawings and the specifications, the following order of precedence will govern: permits from other agencies; change orders; supplemental agreements and approved revisions to plans and specifications; Special Provisions; General Conditions/Specific ations; plan details; Plans; Standard Plans; Standard Specifications; Reference Specifications. In the event of any discrepancy between any drawings and the figures written thereon, the figures will govern.

5.2 All questions about the meaning or intent of the Contract Documents must be submitted to the Engineer in writing not less than five days prior to the date for the opening of bids.

5.3 All interpretations will be issued by written Addenda, which will be on file in the office of the District Engineer at 601 Carmen Drive, Camarillo, and posted to the District’s website, PlanetBids, and distributed to the planrooms listed in the Notice Inviting Bids. It is the bidder’s responsibility to determine if any Addenda have been issued. Failure of the bidder to receive any such Addenda will not relieve the bidder from any obligation under its submitted bid.

5.4 Only interpretations issued by written Addenda will be binding. All such Addenda will become part of the Contract Documents. Interpretations issued orally or by any means other than as specified in this Section 5 will have no legal effect.

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6. Bid Proposal

6.1 Bids MUST be submitted on the Camarillo Sanitary District PlanetBids Portal. Hard copy bids submitted or any other method of bid submission to the Camarillo Sanitary District will not be accepted. Each bid must be on a Bid Proposal furnished by District as part of the Contract Documents. Any change in, or addition to, the Bid Proposal or any other modification of the Bid Proposal which is not specifically called for in the Contract Documents or the omission from the Bid Proposal of any information or response which is specifically called for in the Contract Documents may result in District’s rejection of the bid as not being responsive to the Notice Inviting Bids.

6.2 All blanks in the Bid Proposal must be appropriately responded to. If an answer or other response to a blank is not applicable, the bidder should respond with “N.A.”

6.3 Bid on all items listed in the Bid Schedule including all Prices (Unit and Total).

6.4 State in figures the unit prices, lump sum prices and extensions as indicated, which will be the prices for which you propose to supply all services and materials and to perform all work required by the plans and specifications. All items described are to be construed as complete and in place.

6.5 Include in the items for which bids are entered, all work shown on the plans or required by the specifications for which a specific bid item is not provided.

6.6 The Bid Proposal may not contain any erasures, interlineations or other corrections, unless each such correction is suitably authenticated by affixing in the margin immediately opposite the correction the initials of the person(s) signing the bid.

6.7 The Bid Proposal and each Attachment must be executed in the manner required by Section 14 below.

6.8 No person, including without limitation, any individual, partnership or corporation, may make, file or be interested in more than one bid for the work unless alternate bids are specifically called for in the Specifications. A person that has submitted a sub-bid to a bidder or that has quoted prices of materials to a bidder is not disqualified from submitting a sub- bid or quoting prices to other bidders or making a prime bid.

6.9 When the Notice Inviting Bids indicates that this project is a federally-funded project and the Bid Proposal is for more than $100,000, the bidder and each of its subcontractors must submit signed copies of the Federal Certificate for Contracts, Grants, Loans and Cooperative Agreements.

7. Submission of Bid

7.1 The bid must be submitted within the time prescribed, at the place and in the manner indicated in the Notice Inviting Bids.

7.2 The bid must be accompanied by bidder’s security in an amount equal to at least ten percent (10%) of the bid amount, which security must be lawful money of the United States of America and in one of the following forms: (i) cash; (ii) cashier’s check made payable (8-2023)

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to District; (iii) certified check made payable to District; or (iv) bid bond executed by a surety insurer authorized to do business in the State of California and made payable to District. If the security is a bid bond, it must be submitted on the form which is part of the Bid Proposal or on a form substantially similar thereto. (Public Contract Code § 20170.)

7.3 All bids must be accompanied with an uploaded scanned copy of the bid security uploaded to PlanetBids. The original security of the three (3) lowest bidders must be submitted to the Public Works Department at 601 Carmen Drive, Camarillo, California 93010, in a sealed envelope and be received or postmarked within three (3) District business days after the bid due date and time for the bid to be considered. The sealed envelope should list the Bidder’s Name and be plainly marked on the outside: “SEALED BID SECURITY FOR PLEASANT VALLEY ROAD SEWER FORCE MAIN - PHASE 1 - PROJECT NO. SS-5037-1.”

7.4 The bid form, bid security, and all other documents required to be submitted with the bid must be submitted via electronic transmission on the Camarillo Sanitary District PlanetBids portal site as further described in the Notice to Bidders.

7.5 Bidders must be registered on the Camarillo Sanitary District’s PlanetBids portal in order to submit a bid. Go to the PlanetBids portal site for bid results and awards. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

7.6 Submission of a bid on PlanetBids portal shall constitute acknowledgement and acceptance of all terms and conditions set forth herein.

8. Withdrawal or Modification of Bid

The bidder may withdraw or modify its bid in the PlanetBids Portal system at any time prior to the opening of bids.

9. Bids to Remain Open

All bids will remain open for 60 days after the date of the opening of bids. Prior to that date, District may, at its sole discretion, (i) release any bid and return the bidder’s security, or (ii) release all bids and return all bidder’s security, upon the successful bidder’s furnishing of the required bonds and certificate and any other required documents and return to District the required number of executed copies of the Contract.

10. Errors In Bid

10.1 If a discrepancy between the unit price and the item total of a bid exists, the unit price will control unless the unit price is illegible, omitted, or the same as the item total, in which case the bid will be deemed nonresponsive. If applicable, the total bid amount will be adjusted according to any revised item totals.

10.2 If a discrepancy between the item totals and the total bid amount exists, the item totals will control unless the total bid is illegible or omitted, in which case the bid will be deemed nonresponsive.

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10.3 Except as provided in Sections 10.4 and 10.5 below, bidders will not be released from their bids on account of error.

10.4 Where the prime contractor asserts a claim of inadvertent clerical error in the listing of a subcontractor, District will allow the substitution of the intended subcontractor under the procedures set forth in Public Contract Code section 4107.5.

10.5 Where the bidder gives District notice addressed to the District contact listed in the Project Administration page within five days of the opening of the bid and can establish to the satisfaction of District that a mistake was made which makes the bid materially different than intended, that the mistake was made in filling out the bid and not due to error in judgment or carelessness in inspecting the site or in reading the plans or specifications and specifies how the mistake occurred, District will relieve the bidder without forfeiture of security in accordance with Public Contract Code section 5100 and following.

11. Bid Analysis and Determination of Responsive Bid

11.1 After the bids have been opened and uploaded to PlanetBids, the Bid Schedule will be checked and compared; and after the withdrawal of any bids as provided in Section 8 above; and after errors in bids are adjusted as provided in Section 10 above, the results will be made public.

11.2 Failure of a bidder to attend a mandatory pre-bid meeting will result in its Bid not being accepted and/or being rejected.

11.3 A bid from any individual, firm, partnership, corporation, or association which prepared, in part or in whole, the Plans, Specifications, or estimates for the Contract will be rejected.

11.4 More than one bid for the same Contract from any individual, firm, partnership, corporation, or association under the same or different names may be rejected.

Reasonable grounds for believing that any bidder has an interest in more than one bid for the Work may be cause for rejecting all bids in which such bidder is interested. However, this requirement does not prevent a bidder who submits a bid from being listed as a subcontractor by another bidder. Apparent collusion among bidders may be sufficient cause for rejecting any or all bids, and the participants in such collusion may be barred from future bidding.

11.5 A bid in which a bid item is left totally blank will be considered nonresponsive and will be rejected.

11.6 A bid in which the Contract Unit Prices are unbalanced may be considered nonresponsive and may be rejected.

11.7 A bid in which the signature of the bidder has been omitted may be considered nonresponsive and may be rejected.

11.8 A bid in which each section of the Bid Proposal has not been completely filled out, or which shows any alteration of form or irregularities of any kind, or which contains any additions or conditional or alternate bids that are not called for, may be considered nonresponsive and may be rejected.

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11.9 A bid in which the Acknowledgement of Addenda Received form is missing, or in which the receipt of each Addendum issued has not been acknowledged, may be considered nonresponsive and may be rejected.

11.10 A bid in which the Noncollusion Declaration form is missing, or in which the form has not been executed and signed, may be considered nonresponsive and may be rejected.

11.11 A bid in which the Request for Local DBE Program Preference Consideration and DBE Firm/Organization Information Form is missing, or in which the form has not been completely filed out, may be considered nonresponsive and may be rejected.

11.12 A bid in which the Bidder DBE Information form is required to be submitted with the bid and is missing, or in which the Bidder DBE Information is not submitted within the time specified in the Special Provisions, may be considered nonresponsive and may be rejected.

11.13 A bid in which the List of Subcontractors form is missing will be considered nonresponsive and will be rejected.

11.14 A bid in which the List of Subcontractors form or the Bidder DBE Information form is incomplete, or the data included therein is inaccurate, inconsistent, of a misrepresentation of the work to be subcontracted or materials to be procured, may be considered nonresponsive and may be rejected.

11.15 The bidder must perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price. A bid which fails to meet this requirement will be considered nonresponsive and will be rejected.

11.16 A bid in which the Bid Guaranty is missing, or in which the Bid Guaranty surety bond is not signed by the Surety, or in which the Surety has not had the Bid Guaranty surety bond notarized, or is not provided to the District, if one of the three lowest bidders, 3 business days after opening as further detailed in the NIB, will be considered nonresponsive and will be rejected.

12. Award of Contract

12.1 District reserves the right to reject any and all bids. District also reserves the right to reject any bid that is not in strict accordance with the Contract Documents or, in the alternative, to waive any irregularity or informality in any bid or in the bidding.

12.2 If alternate bids are called for in the Specifications, the contract may be awarded at the election of District to the successful bidder on the base bid or on the base bid and any alternate or combination of alternates specifically identified in the Specifications as being used for the purpose of determining the lowest bid price.

12.3 If the contract is to be awarded, it will be awarded to the lowest responsible bidder. District may conduct such investigations as it deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the bidders. The award, if made, will be within 60 days after the opening of bids.

12.4 If the lowest responsible bidder refuses or fails to execute the contract, District may consider the next lowest bidder to be the lowest responsible bidder. (8-2023)

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12.5 The periods of time specified in this Section within which the award of contract may be made, are subject to extension for such further period as may be agreed upon in writing between District and the bidder concerned.

13. Delivery of Contract

13.1 An official “Notice of Award of Contract” will be emailed or mailed to the successful bidder, enclosing the contract and bond forms for signature.

13.2 Within 10 days after the Notice of Award of Contract, the successful bidder must sign and deliver at least three counterparts of the Contract to the Camarillo Sanitary District together with security in a form acceptable to District’s Legal Counsel’s office guaranteeing both one hundred percent (100%) of payment (labor and materials) and one hundred percent (100%) of performance, certificates and endorsements to satisfy the insurance requirements of the Contract, proof of a valid City of Camarillo business tax certificate and any other documents required by the Contract Documents. Bonds must be submitted on the forms which are part of the Contract Documents; no substitutions will be accepted. Within 10 days of receipt of the Contract and related documents, District will del iver one fully signed counterpart of the Contract to the successful bidder.

13.3 The Contract and each attachment must be executed in the manner required by Section 14 below.

13.4 If the successful bidder fails to exec ute and deliver the Contract and furnish the required bonds, certificates and other documents within 10 days after the Notice of Award of Contract, District may annul the award of the contract and the bidder’s security will be forfeited, except as provided by Public Contract Code section 20174.

14. Signatures

14.1 The Contract Documents and all attachments must be executed in the following manner: If the bidder is:

(a) An individual, in the name of the individual and if doing business by a fictitious name, the fictitious name and, if the document is the Bid Proposal or Contract, the business address and telephone number of the individual must be shown below the signature.

(b) A partnership, in the partnership name and signed by a general partner, whose title must appear under the signature and, if the document is the Bid Proposal or Contract, the business address and telephone number of the partnership must be shown below the signature.

(c) A corporation, in the corporate name by a duly authorized officer or agent accompanied by evidence of authority to sign and the corporate seal must be affixed and attested by the secretary or an assistant secretary. If the document is the Bid Proposal or Contract, the state of incorporation must be shown below the corporation name, and the corporate address and telephone number must be shown below the signatures.

(8-2023)

INSTRUCTIONS TO BIDDERS
- 9 -

14.2 Attorneys-in-fact who sign any Contract Document or any attachment thereto must file with the document a certified copy of their power of attorney to sign such document.

14.3 Electronic Signatures; Documents will be considered executed when the signature page of a party is delivered by electronic transmission. Such electronic signatures will have the same effect as an original signature.

14.4 Signatures on all bonds must be acknowledged before a notary public and a notary’s certificate of each acknowledgment must be scanned and uploaded to PlanetBids with the document.

15. Time for Commencement and Completion

15.1 Unless otherwise specified in the Special Provisions, the contractor must:

(a) commence the work within 30 days after the award of the contract by the Board of Directors, but not before fully complying with Sections 13 and 14 above; and

(b) diligently prosecute the work to completion within the allowed number of working days specified on Page 1 of the Bid Proposal, counting from the start date given in the Notice to Proceed.

15.2 Upon written request of the Contractor and if approved in writing by the District Engineer, the time for commencement, completion or both may be extended.

16. Bid Protest

16.1 Any protest of any bid must be submitted in writing to the Office of the District Assistant Secretary by email to [email protected] or by facsimile transmission to 805- 388-5318 no later than 5:00 PM on the seventh calendar day following the date of the bid opening.

16.2 The protest must contain a complete statement of the factual basis for the protest and copies of pertinent documents.

16.3 The protest must identify the specific portion of the document and the specific statute, if any, that forms the basis for the protest. The protest must include the name, mailing address, email address and telephone number of the person representing the protesting party.

16.4 The party filing the protest must have actually submitted a bid for the Project.

A subcontractor of a party filing a bid for the Project may not submit a bid protest. A party may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest.

16.5 The procedure and time limits set forth in these Instructions to Bidders are mandatory and are the bidders’ sole and exclusive remedy in the event of a bid protest. Any bidder’s failure to fully comply with these procedures will constitute a waiver of any right to further (8-2023)

INSTRUCTIONS TO BIDDERS
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pursue a bid protest, including filing of a challen ge of the award pursuant to the Public Contract Code, filing of a claim pursuant to the Government Code, or filing of any other legal proceedings.

16.6 The Assistant District Manager, or designee, will review all timely protests prior to award of the Project and will recommend that the Board of Directors either reject the protest and award to the lowest responsible and responsive bidder or accept the protest and award the bid to the next lowest responsible and responsive bidder.

17. Liquidated Damages

The amount of liquidated damages for each calendar day, is set forth on page 1 of the Bid Proposal, in accordance with Section 6.5 of the General Conditions/Specifications.

18. Survey Data

18.1 Electronic survey data will not be made available to the bidder as part of the bid process and no such data should be relied upon for the purposes of preparing the bid. Survey data desired by bidders should be obtained in the field by the bidder. Permits for survey work may be necessary.

(5-2023) Project No. __SS-5037-1__

BID PROPOSAL
- 1 -

CAMARILLO SANITARY DISTRICT

BID PROPOSAL

FOR

PLEASANT VALLEY ROAD
SEWER FORCE MAIN – PHASE 1
PROJECT NO. SS-5037-1
In and for the

CAMARILLO SANITARY DISTRICT

CITY OF CAMARILLO, CALIFORNIA

Project Number SS-5037-1, including five (5) sheets of plans. Drawings Numbers C-19073 through C-19077.

Completion Time: Ninety (90) Working Days

Bids To Be Received: 3:00 p.m. on May 21, 2026

Liquidated Damages: Project Milestone Dates as follows:

Project Complete: $7,000 Per Calendar Day

Name of Contractor

Address

Telephone

State Contractor’s License Number

Department of Industrial Relations Registration Number

(5-2023) Project No. __SS-5037-1__

BID PROPOSAL
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BID PROPOSAL

WORK IDENTIFICATION:

NAME AND ADDRESS OF BIDDER:

Before awarding a bid, District will verify that bidder was properly licensed in accordance with Business and Professions Code sections 7000 and following. District will also verify that bidder that (along with all subcontractors listed) are currently registered and qualified to perform public work pursuant to Labor Code section 1725.5; provided, however, that if a bidder is a joint venture (Business & Professions Code §7029.1) or if federal funds are involved in the project, then District may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded. Bidder acknowledges that if the bidder is not properly licensed or registered at the time the bid is awarded or as otherwise required by law, the bid will be considered non-responsive and will be rejected.

1. Proposal

(a) Bidder has examined copies of all of the Contract Documents, including without limitation the document wherein each of the other Contract Documents is identified, and accepts all of the terms and conditions of the Contract Documents.

(b) Bidder proposes and agrees, if this bid is accepted, to enter into an agreement with District in the form included in the Contract Documents to complete all work as specified in the Contract for the contract price and within the contract time indicated in this bid and in accordance with the Contract Documents.

(c) This bid will remain open and not be withdrawn for the period specified in the Instructions to Bidders. If awarded the bid, bidder will sign the Contract and submit the bonds, certificates and other documents required by the Contract Documents within 10 days after the date of the Notice of Award of Contract.

(d) Bidder has examined the site and locality where the work is to be performed and the legal requirements and conditions affecting the cost, progress and performance of the work in strict accordance with the Contract Documents.

2. Payroll and Compliance Reports

Each contractor and subcontractor must keep an accurate payroll record, showing the name, address, social security number, work classification, 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 by the contra ctor or subcontractor in connection with the public work. Such records must be certified and made available for inspection at all reasonable hours at the principal place of the contractor as required by Labor Code section 1776. In the case of state funded public works projects, certified payroll reports must be provided to District on a (5-2023) Project No. __SS-5037-1__

BID PROPOSAL
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weekly basis. In the case of federally-funded public works project and in accordance with 29 C.F.R. § 5.5(a)(3), bidder agrees to furnish to District weekly payroll reports and weekly compliance statements for all labor used on this project.

3. Bid

If the Contract Documents include a Unit Price List, bidder acknowledges that the total bid sum shown on the Bid Schedules(s) and the estimated quantities and amounts shown on the Unit Price List are for purposes of comparison of bids only. Bidder also acknowledges that District does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work as may be deemed necessary or expedient by the District and that final payment will be made at the unit prices bid, upon the basis of actual measured quantities as determined by the District Manager or his/her designee.

Bidder acknowledges that the total Bid Schedule(s) and all sums shown on any Unit Price List attached thereto, includes (i) all labor, materials, tools, equipment and services and all taxes, insurance, other general expenses, overhead and profit and (ii) all trenching, backfilling, grading, excavation and fill, resurfacing of every character, grubbing and clearing and removal of all obstructions necessary for the doing of the work, the preservation of existing structures, shrubs, and trees, where required, and the shoring, bridging and bracing required and incident to the doing of the work, together with all fittings and joints, of every character, connected in place, area clean-up, traffic protection, and the reconstruction and severances required in the doing of the work.

Items for which quantities are indicated as “Lump Sum,” “L.S.,” “job” or words of like import will be paid for at the price named. Such payment will be full compensation for the work named and all work appurtenant thereto required by the contract that is not specifically provided for by other pay items.

4. Schedule

Bidder understands that timely completion is important to District. Therefore, time being of the essence, bidder proposes that the work will be commenced and will be completed as specified herein and in Section 15 of the Instructions to Bidders.

5. Addenda

Bidder acknowledges receipt of Addenda identified as:

(5-2023) Project No. __SS-5037-1__

BID PROPOSAL
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6. Bidder Information

(a) Bidder has ________ years of experience as a contractor in construction work.

(b) Bidder has recently completed the three following construction works similar in character and magnitude to the work included in the bid in accordance with Section

3.6 of the Instructions to Bidders:

Class
Amount
Class
of Work
Date
Completed

Name/Address/Telephone # of Owne
r

7. Designation of Subcontractors

In compliance with the Subletting and Subcontracting Fair Practices Act, Public Contracts Code section 4100 and following, listed on page 5 is each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or will specifically fabricate and install a portion of the work in an amount in excess of one half of one percent (0.5%) of the total bid sum or in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent (0.5%) of the total bid or $10,000, whichever is greater. (List only one subcontractor for each portion of the work as is defined by the bidder in this bid.) No other subcontractors may be used other than those specified without written approval of the District Manager; such approval will be made upon showing by the contractor of good and sufficient cause.

Failure to specify a subcontractor or specifying more than one subcontractor for the same portion of work to be performed under the contract in excess of one-half of one percent (0.5%) of the total bid constitutes an agreement that the contractor is fully qualified and will perform that portion of the work. Any contractor who subcontracts for any portion of work not set forth herein, except as otherwise provided by Public Contract Code sections 4107 or 4109, will be subject to the penalties set forth in Public Contract Code sections 4110 and 4111.

(5-2023) Project No. __SS-5037-1__

BID PROPOSAL
- 5 -

PROPOSAL

LIST OF SUBCONTRACTORS
WORK IDENTIFICATION: ________________

NAME AND ADDRESS OF BIDDER:

Completion of this form must comply with Section 7 of the Bid Proposal.

Name/Address/State License
Number of Subcontractor
Department of Industrial
Relations Registration
Number*

Items of Work
Portion of Work
(% of Contract Price)

% of Total Contract
Price by Subcontract

% of Total Contract
Price by Contractor

*Pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720 including section 1725.5) of the Labor Code

(5-2023) Project No. __SS-5037-1__

BID PROPOSAL
- 6 -

8. Attachments

The following documents, signed in accordance with Section 7 of the Instructions to Bidders, are attached to, and made a part of, this Bid Proposal:

(a) Noncollusion Declaration, as required by Public Contract Code section 7106 and made a part of this Bid Proposal.

(b) Required Bidder’s Security in the form of

(c) Unit Price List, if required

(d) Federal Certificate, if required

(e) Other pertinent Documents (list here and attach to this bid)

Dated this __________ day of ____________________, 20____. (5-2023) Project No. __SS-5037-1__

BID PROPOSAL
- 7 -

If BIDDER is:

An Individual
By:
(Print Individual’s Name)
doing business as
Business Address:

Telephone Number:

Signature
A Partnership

(Firm Name)
By:
(Print General Partner’s Name)

(Title)
Business Address:

Telephone Number:

Signature
(5-2023) Project No. __SS-5037-1__

BID PROPOSAL
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A Corporation

(Corporation Name)

(State of Incorporation)
By:
(Print Name and Title of Person Authorized to Sign)
(Corporate Seal)
Signature
Attest:
(Secretary)
Business Address:

Telephone Number:

Signature
A Joint Venture
By:
(Print Name)

(Address and Telephone Number)
By:
(Print Name)

(Address and Telephone Number)

Signature

Signature
(5-2023) Project No. SS-5037-1

BID PROPOSAL
- 9 -

NONCOLLUSION DECLARATION

TO BE EXECUTED BY BIDDER

AND SUBMITTED WITH BID
The undersigned declares:

I am the _________________ of ______________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Executed this ________ day of ___________________, 20___, at _____________________, California.

Firm (print or type) Signature

(5-2023) Project No. SS-5037-1

BID PROPOSAL
- 10 -

BID SCHEDULE

UNIT PRICE LIST -- FIGURES

WORK IDENTIFICATION: PLEASANT VALLEY ROAD SEWER FORCE MAIN – PHASE 1 – PROJECT NO. SS-5037-1

NAME OF BIDDER: ____

Item
No. Item Description
Quantit
y Uni t
Payment
Reference
Unit
Price
in
Figures
*Item
Total
Price in
Figures
1 Mobilization and Demobilization 1 LS 01200.1.06.A

2 Traffic Control, Striping, and Signage 1 LS 01200.1.06.B

3 Furnish and Install Sheeting, Shoring and
Bracing 1 LS 01200.1.06.C

4 Storm Water Pollution Preventio n Plan (SWPPP) 1 LS 01200.1.06.D

5 Furnish and Install 26” High Density
Polyethylene Pipe, DR 21, and Appurtenances 270 LF 01200.1.06.E

6 Furnish and Install 24” Ductile Iron Pipe, Class
200, and Appurtenances 50 LF 01200.1.06.F

7 Remove and Dispose of Existing 20-Inch Steel
Sewer Force Main 90 LF 01200.1.06.G

8 Pipeline Pressure Test 315 LF 01200.1.06.H

9 24-Inch Buried Plug Valve 1 LS 01200.1.06.I

10 Potholing Utilities for Pipeline Construction 1 LS 01200.1.06.J

11 Additional Potholing Request 1 LS 01200.1.06.K

TOTAL BASE BID $ ________________

NOTE: In case of error in extension of price into the total price column, the unit price will govern.

NOTE: Pursuant to Public Contract Code section 20103.8, the Camarillo Sanitary District will determine the lowest bid based on the total Base Bid. The bidder declares that the cost of labor, materials, equipment, and all incidentals necessary to perform the Work, are included in the Total Bid Price.

Camarillo Sanitation District (CSD) reserves the right to accept or reject the bid if the cost exceeds CSD’s budget.
(5-2023) Project No. SS-5037-1

BID PROPOSAL
- 11 -

BIDDER’S INFORMATION CERTIFICATION
Bidder certifies that the following information is true and correct:

Bidder’s Name
Business Address

Telephone
State Contractor’s License No. and Class
Original Date Issued Expiration Date
The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, or corporate officers having a principal interest in this bid:

The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this bid are as follows:

All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this bid are as follows:

I declare under penalty of perjury under the laws of the State of California that the above representations are true and correct.

Executed this ________ day of ___________________, 20___, at _____________________, California.

Signature and Title of Authorized Official
(5-2023) Project No. SS-5037-1

BID PROPOSAL
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DECLARATION OF ELIGIBILITY TO CONTRACT
The undersigned, a duly authorized representative of the bidder, certifies and declares that:

1. The bidder is aware of Labor Code sections 1771.1 and 1777.7, which prohi bit a contractor or subcontractor who has been found by the Labor Commi ssioner or the Director of Industrial Relations to be in violation of certain provisions of the Labor Code from bidding on, being awarded, or performing work as a subcontractor on a public works project for specified periods of time.

2. The bidder is currently registered and qualif ied to perform public work pursuant to Labor Code section 1725.5 and is not prohibited from biddi ng on, being awarded, or performing work as a contractor or subcontractor on a public works project under Labor Code sections 1771.1 and 1777.7, or any other provision of law; provided, however, that if a bidder is a joint venture (Business & Professions Code § 7029.1) or if federal funds are involved in the project, then District may accept a non-complying bid provided that the bidder and all listed subcontractors are registered at the time the contract is awarded.

3. The bidder is aware of Public Co ntract Code section 6109, which states:
(a) A public entity, as defined in Section 1100 [of the Public Contract Code], may not permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project pursuant to Section 1771.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on, a public works project. Every public works project shall contain a provision prohibiting a contractor from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code. (b) Any contract on a public works project ent ered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subc ontractor on a public works contract, and any public money that may have been paid to a debarred subcontractor by a contractor on the project will be returned to the awarding body. The contractor is responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project.

4. The bidder has investigated the eligibility of each and every subcontractor that bidder intends to use on this public works project, and determined that none of them is ineligible to perform work as a subcontractor on a public works project by virtue of Public Contract Code section 6109, Labor Code sections 1725.5, 1771.1 and 1777.7, or any other provision of law.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Executed this ________ day of ___________________, 20___, at ______________________, California.

Signature and Title of Authorized Official

(5-2023) Project No. SS-5037-1

BID PROPOSAL
- 13 -

BID BOND
(not necessary when certified check or cash accompanies bid)

PROJECT TITLE: ___________________

WHEREAS,
(“Contractor”) intends to submit a bid to the Camarillo Sanitary District, California, a sanitary district (“District”), for the work identified as follows:

NOW, THEREFORE, we, the Contractor, as Principal, and

,
a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bond unto District in the sum of
dollars ($
)
lawful money of the United States of America, such sum being not less than ten percent (10%) of the bid amount for the payment of which sum to be made, the Principal and Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if District accepts the bid of the Principal and enters into a contract in accordance with the terms of the bid, the Principal must give the bonds, certificates and other documents as required by the Notice Inviting Bids or the other contract documents. In the event Principal fails to enter into such contract or provide the bonds, certificates or other documents, District may apply this security to the difference between the low bid and the next lowest bidder with whom District contracts to perform the work covered by the bid; the surplus, if any, will be returned to Surety. In case suit is brought upon this bond, the court will fix and award and the Surety must pay, in addition to the face amount hereof, all costs and reasonable attorney’s fees incurred by District in successfully enforcing the obligations of this bond.
(5-2023) Project No. SS-5037-1

BID PROPOSAL
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IN WITNESS THEREOF, we have hereunto set our hands and seals this day of , 20 .

(affix seal below) [PRINCIPAL]

By

Title

(affix seal below) [SURETY]

By

Title

Address

[P.C.C. §§ 20170, 20171]

* ALL SIGNATURES ON THIS BID BOND MUST BE NOTARIZED USING APPROPRIATE 8 ½” x 11” NOTARY ACKNOWLEDGEMENT FORM.

** Corporations must affix corporate seal.
(5-2023) Project No. SS-5037-1

BID PROPOSAL
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CERTIFICATION FOR CONTRACTS,

GRANTS, AND COOPERATIVE AGREEMENTS

(Federal Fiscal Year October 1, 20____, to September 30, 20____)

I, ,
(Name and Title of Grantee Official)

hereby certify on behalf of that
(Name of Grantee)

(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.

(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an office or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned must complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification will be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Executed this __________ day of __________________, 20____.

By:
(Signature of Authorized Official)

(Title of Authorized Official)

(5-2023) Project No. SS-5037-1

BID PROPOSAL
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CERTIFICATION REGARDING DEPARTMENT OF INDUSTRIAL

RELATIONS CONTRACTOR / SUBCONTRACTOR REGISTRATION

By my signature hereunder, as the Contract or, I certify that Contractor, and all Subcontractors listed on the “List of Subcontractors” are registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

Contractor’s Department of Industrial Relations registration number is _____________.

Subcontractors’ Department of Industrial Relations registration numbers are as indicated in the Subcontractors List.

Executed this __________ day of __________________, 20____.

By:
(Signature of Authorized Official)

(Title of Authorized Official)

(6-2025) Project No. SS-5037-1

CONTRACT

CAMARILLO SANITARY DISTRICT

PUBLIC WORKS CONTRACT
This contract (“Contract”) is effective as of __________________________, and is between the CAMARILLO SANITARY DISTRICT, a sanitary district organized pursuant to the California Health and Safety Code (“District”), and ___________________________________, a corporation/partnership/limited liability company (“Contractor”), collectively referred to as the “Parties.”
Section 1. Recitals . This Contract is entered into with respect to the following facts:

1.1 District noticed and received bids for the work involved in Pleasant Valley Road Sewer Force Main – Phase 1 - Project No. SS-5037-1 (“Project”), which is more fully described in the Contract Documents.

1.2 The Board of Directors of District determined that Contractor was the lowest responsive bidder and awarded to Contractor the bid.

1.3 Contractor has represented it is qualified to perform all of the work required to complete the Project.

1.4 Contractor has agreed to perform all such work in the time and manner set forth in the Contract Documents.

1.5 The Board of Directors of District has determined that the public interest, convenience and necessity require the execution of this Contract and its implementation.

Section 2. Contract Documents . This Contract consists of the following documents (“Contract Documents”), all of which are made a part of this Contract:

2.1 Notice Inviting Bids

2.2 Instructions to Bidders

2.3 Bid Proposal, as accepted, including the Certificate of Bidders’ Experience and Qualifications and the List of Subcontractors

2.4 Notice of Award

2.5 Notice to Proceed

2.6 This Contract

2.7 Verification of California Contractor’s License

2.8 Contractor’s Certificate Regarding Workers’ Compensation

2.9 Security for payment (labor and materials)
(6-2025) Project No. SS-5037-1

CONTRACT

2.10 Security for performance

2.11 Certificate(s) of Insurance

2.12 General Conditions/Specifications

2.13 Special Provisions

2.14 Plans and Standard Drawings

2.15 Prevailing Wage Scales

2.16 S. S. P. W. C.

2.17 Addenda Nos.

2.18 Other documents (list here)
Exhibit A – Compensation
Exhibit B – Insurance
Exhibit C – NOT USED
Exhibit D – Adjustment for New Tariffs or Tariff Increases Section 3. The Work .

3.1 The work (“Work”) to be performed by Contractor is described in the Contract Documents.

3.2 In completing the Work, Contractor must employ, at a minimum, the applicable generally accepted professional standards of its industry in existence at the time of performance as utilized by persons engaging in similar work.

3.3 Except as specifically provided in the Contract Documents, Contractor must furnish, at its sole expense, all of the labor, materials, tools, equipment, services and transportation necessary to perform all of the Work.

3.4 Contractor must perform all of the Work in strict accordance with the Contract Documents.

Section 4. Time to Perform the Work .

4.1 Time is of the essence with respect to Contractor’s Work. Contractor agrees to diligently pursue performance of the Work within the time specified by the Contract Documents.

4.2 Contractor will be excused from any delay in performance or failure to perform due to causes beyond the control of Contractor. Such causes include, but are not (6-2025) Project No. SS-5037-1

CONTRACT

limited to, acts of God, acts of terrorism, acts of federal, state or local governments, acts of District, court orders, fires, floods, epidemics, strikes, embargoes, and unusually severe weather.

4.3 If Contractor is delayed by any cause beyond Contractor’s control, District may, but is not required to, grant a time extension for the completion of the Work. If delay occurs, Contractor must notify District in writing within 48 hours of the cause and the extent of the delay and how such delay interferes with Contractor’s performance of the Work.

Section 5. Compensation and Payment .

5.1 Subject to any limitations provided in the Contract Documents, District agrees to pay Contractor as full consideration for the faithful performance of all of the Work the compensation set forth in Exhibit A (“Compensation”), which is made a part of this Contract.

5.2 Contractor must furnish District with a Pay Estimate for the Work performed in accordance with the Contract Documents. Contractor may not submit a Pay Estimate more often than once every 30 days.

5.3 District will review each Pay Estimate and determine whether the Work performed is in accordance with the Contract Documents. The Assistant District Manager may require Contractor to provide a release of all undisputed Contract amounts contained in the Pay Estimate.

5.4 If District disputes any item on a Pay Estimate, District will give Contractor notice stating the reasons for the dispute. The Parties will meet and confer in good faith to attempt to resolve the dispute.

5.5 Except as to any charges for the Work performed that District disputes and the District’s standard five-percent retention of the approved progress payment, District will cause Contractor to be paid within 30 days of the date of the invoice or the date that Contractor furnishes District with a release of all undisputed Contract amounts, whichever occurs later. Federally funded projects will not have a five- percent retention.

5.6 In the event there is any claim specifically excluded by Contractor from the operation of any release, District may retain an amount not to exceed the amount of the excluded claim.

Section 6. Labor Code and Prevailing Wage Requirements .

6.1 Contractor agrees to comply with the requirements of California Labor Code sections 1810 through 1815. Eight hours of labor constitutes a legal day’s work per Labor Code section 1810. Contractor will forfeit the statutory penalty to District for each worker employed in the execution of this Contract by Contractor or any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in (6-2025) Project No. SS-5037-1

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any one calendar week in violation of the provisions of Labor Code sections 1810 through 1815.

6.2 Copies of the determination of the Director of the Department of Industrial Relations of the prevailing rate of per diem wages for each craft, classification or type of worker needed to execute this Contract are available for download from the State website: https://www.dir.ca.gov/OPRL/dprewagedetermination.htm.

6.3 Contractor must post at the work site, or if there is no regular work site then at its principal office, for the duration of the Contract, a copy of the determination by the Director of the Department of Industrial Relations of the specified prevailing rate of per diem wages. (Labor Code § 1773.2.) When applicable, copies of the prevailing rate of per diem wages will be on file at District’s Department of Public Works and available to Contractor and any other interested party upon request.

6.4 Contractor, and any subcontractor engaged by Contractor, may pay not less than the specified prevailing rate of per diem wages to all workers employed in the execution of the contract. (Labor Code § 1774.) Contractor is responsible for compliance with Labor Code section 1776 relative to the retention and inspection of payroll records.

6.5 Contractor must comply with all provisions of Labor Code section 1775. Under Section 1775, Contractor will forfeit the statutory penalty to District for each worker employed in the execution of the Contract by Contractor or any subcontractor for each calendar day, or portion thereof, in which the worker is paid less than the prevailing rates. Contractor may also be liable to pay the difference between the 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 prevailing wage rate.

6.6 Nothing in this Contract prevents Contractor or any subcontractor from employing properly registered apprentices in the execution of the Contract. Contractor is responsible for compliance with Labor Code section 1777.5 for all apprenticeable occupations. This statute requires that contractors and subcontractors must submit contract award information to the applicable joint apprenticeship committee, must employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted under § 1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice contracts, may be employed on public works in apprenticeable occupations.

6.7 Contractor has reviewed and agrees to comply with any applicable provisions for any public work subject to Department of Industrial Relations (DIR) Monitoring and Enforcement of prevailing wages, including the registration requirements of Labor Code Section 1771.1(a). District hereby notifies Contractor that Contractor is (6-2025) Project No. SS-5037-1

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responsible for submitting certified payroll records directly to the State Compliance Monitoring Unit (CMU). For further information concerning compliance monitoring please visit the website location at: https://www.dir.ca.gov/dlse/cmu/cmu.html.

6.8 Contractor must comply with Labor Code section 1771.1(a), which provides that Contractor may award any contracts and subcontracts for work that qualifies as a “public work” only to subcontractors which are at that time registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Contractor must obtain proof of such registration from all such subcontractors.”

6.9 If federal funds are used to pay for the Work, Contractor and any subcontractor agree to comply, as applicable, with the labor and reporting requirements of the Davis-Bacon Act (40 USC § 276a-7), the Copeland Act (40 USC § 276c and 18 USC §874), and the Contract Work Hours and Safety Standards Act (40 USC § 327 and following).

Section 7. Non-Discrimination . Contractor, its officers, agents, employees, and subcontractors may not discriminate in the employment of persons to perform the Work in violation of any federal or state law prohibiting discrimination in employment, including based on the 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, of any person, except as provided under California Government Code section 12940. Contractor is responsible for compliance with this section.

Section 8. General Legal Compliance .

8.1 In performing the Work, Contractor must comply with all applicable statutes, laws and regulations, including, but not limited to, OSHA requirements and the Camarillo Municipal Code.

8.2 Contractor must, at Contractor’s sole expense, obtain all necessary permits and licenses required for the Work, and give all necessary notices and pay all fees and taxes required by law, including, without limitation, any business license tax imposed by District. Contractor is exempt from any City encroachment permit fee pursuant to Camarillo Municipal Code Section 13.04.020.

8.3 Contractor must maintain a valid California Contractor’s License throughout the term of this Contract.

Section 9. Clayton and Cartwright Act Assignments . In entering into this Contract or a contract with a subcontractor to supply goods, services, or materials pursuant to this Contract for the Project, Contractor and any subcontractor will be deemed to have offered and agreed to assign to District 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 California Business and Professions Code), arising from purchases of goods, services, or materials for the Project. This assignment will be deemed made and will become effective at the time District tenders final payment to Contractor, without further acknowledgement by the Parties. (6-2025) Project No. SS-5037-1

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Section 10. Independent Contractor . Contractor is and will at all times remain as to District a wholly independent contractor. Neither District nor any of its officers, employees, or agents will have control over the conduct of Contractor or any of Contractor’s officers, employees, agents or subcontractors, except as expressly set forth in the Contract Documents. Contractor may not at any time or in any manner represent that it or any of its officers, employees, agents, or subcontractors are in any manner officers, employees, agents or subcontractors of District.

Section 11. Indemnification .

11.1 Contractor agrees to the fullest extent permitted by law to (1) immediately defend and (2) indemnify District from and against, any and all claims and liabilities, regardless of the nature or type, that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of Contractor, or its officers, employees, agents, or subcontractors committed in performing any Work under this Contract or the failure to comply with any of the obligations of this Contract (collectively, “Claims”). The Claims subject to Contractor’s duties to defend and indemnify include, without limitation, a ll claims, actions, causes of action, proceedings, suits, losses, damages, penalties, fines, judgments, liens, levies, and associated investigation and administrative expenses. Such Claims also include defense costs, including reasonable attorneys’ fees and disbursements, expert fees, court costs, and costs of alternative dispute resolution.

11.2 Contractor’s duty to defend is a separate and distinct obligation from Contractor’s duty to indemnify. Contractor is obligated to defend District in all legal, equitable, administrative, or special proceedings, with counsel approved by District, immediately upon tender to Contractor of the Claim in any form or at any stage of an action or proceeding, whether or not liability is established. An allegation or determination that persons other than Contractor are responsible for the Claim does not relieve Contractor from its separate and distinct obligation to defend under this section. The obligation to defend extends through final judgment, including exhaustion of any appeals. The defense obligation includes an obligation to provide independent defense counsel if Contractor asserts that liability is caused in whole or in part by the negligence or willful misconduct of any District indemnified party. If it is finally adjudicated that liability was caused by the comparative active negligence or willful misconduct of any District indemnified party, then Contractor may submit a claim to District for reimbursement of reasonable attorneys’ fees and defense costs in proportion to the established comparative liability of the District indemnified party.

11.3 Contractor agrees that its defense and indemnification obligation under this section, includes the reasonable costs of attorneys’ fees incurred by the District’s legal counsel to monitor and consult with Contractor regarding the defense of any Claims, including providing direction with regard to strategy, preparation of pleadings, settlement discussions, and attendance at court hearings, mediations, or other litigation related appearances. District will use its best efforts to avoid duplicative attorney work or appearances in order to keep defense costs to a reasonable minimum.
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11.4 Contractor agrees that settlement of any Claim will require the consent of District.

District agrees that its consent will not be unreasonably withheld provided that Contractor is financially able (based on demonstrated assets) to fulfill its obligation to indemnify District for the costs of any such settlement as required under this Contract.

11.5 Contractor’s obligation to indemnify Distri ct applies unless it is finally adjudicated that the liability was caused by the sole active negligence or sole willful misconduct of a District indemnified party. If a Claim is finally adjudicated and a determination made that liability was caused by the sole active negligence or sole willful misconduct of a District indemnified party, then Contractor’s indemnification obligation will be reduced in proportion to the established comparative liability.

11.6 For the purposes of this section, “District” includes District’s officers, officials, employees and agents.

11.7 The provisions of this section will survive the expiration or earlier termination of this Contract.

Section 12. Insurance . Contractor agrees to have and maintain in full force and effect during the term of this Contract the insurance coverages listed in Exhibit B (“Insurance”), which is made a part of this Contract.

Section 13. Notice .

13.1 All written notices required or permitted to be given under this Contract will be deemed made when received by the other Party at its respective address as follows:

To District: Camarillo Sanitary District
601 Carmen Drive
Camarillo, California 93010
Attention: James Campero
(Tel.) 805-388-5340
(Fax) 805-388-5387
E-Mail [email protected]
To Contractor:

Attention:
(Tel.)
(Fax)
E-Mail

13.2 Notice will be deemed effective on the date personally delivered or transmitted by facsimile or email. If the notice is mailed, notice will be deemed given three days after deposit of the same in the custody of the United States Postal Service, (6-2025) Project No. SS-5037-1

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postage prepaid, for first class delivery, or upon delivery if using a major courier service with tracking capabilities.

13.3 Any Party may change its notice information by giving notice to the other Party in compliance with this section.

Section 14. District Rights of Termination and to Complete the Work.

14.1 The occurrence of any of the following is a default by Contractor under this Contract:

14.1.1 Contractor refuses or fails to prosecute the Work or any part thereof with such diligence as will insure its completion within the time specified or any permitted extension.

14.1.2 Contractor fails to complete the Work on time.

14.1.3 Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors, or a receiver is appointed on account of Contractor’s insolvency.

14.1.4 Contractor fails to supply enough properly skilled workers or proper materials to complete the Work in the time specified.

14.1.5 Contractor fails to make prompt payment to any subcontractor or for material or labor.

14.1.6 Contractor fails to abide by any applicable laws, ordinances or instructions of District in performing the Work.

14.1.7 Contractor breaches or fails to perform any obligation or duty under the Contract.

14.2 Upon the occurrence of a default by Contractor, District will serve a written notice of default on Contractor specifying the nature of the default and the steps needed to correct the default. Unless Contractor cures the default within 10 days after the service of such notice, or satisfactory arrangements acceptable to District for the correction or elimination of such default are made, as determined by District, District may thereafter terminate this Contract by serving written notice on Contractor. In such case, Contractor will not be entitled to receive any further payment, except for Work actually completed prior to such termination in accordance with the provisions of the Contract Documents.

14.3 If the Engineer determines that the default should be cured in less than 10 days, then the written notice of default served on the Contractor will specify the shorter deadline for the Contractor to cure the default.

14.4 In event of a termination of this Contract, the District will also immediately serve written notice of the termination upon Contractor’s surety. The surety will have the right to take over and perform pursuant to this Contract; provided, however, that if (6-2025) Project No. SS-5037-1

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the surety does not give District written notice of its intention to take over and perform this Contract within five days after service of the notice of termination or does not commence performance within 10 days from the date of such notice, District may take over the Work and prosecute the same to completion by contract or by any other method it may deem advisable for the account and at the expense of Contractor. Contractor and the surety will be liable to District for any and all excess costs or other damages incurred by District in completing the Work.

14.5 If District takes over the Work as provided in this Section, District may, without liability for so doing, take possession of, and utilize in completing the Work, such materials, appliances, plant, and other property belonging to Contractor as may be on the site of the Work and necessary for the completion of the Work.

14.6 If District takes over the Work, District may also take possession of outstanding materials on order for the completion of the project, upon payment to the vendor.

All excess costs incurred by District in obtaining such materials, will be the responsibility of the Contractor.

14.7 If the Contractor does not cure a default within the time period required, then in lieu of terminating of the Contract, the District, in its sole discretion, may take action to cure the default and all costs incurred by District to cure the default will be deducted from any amount otherwise due to the Contractor.

Section 15. Project Documents . All data, drawings, maps, models, notes, photographs, reports, studies and other documents (collectively, “Project Documents”) prepared, developed or discovered by Contractor in the course of performing any of the Work under this Contract will become the sole property of District. Upon the expiration or termination of this Contract, Contractor must turn over all original Project Documents to District in its possession, but may retain copies of any of the Project Documents it may desire.

Section 16. General Provisions.

16.1 Authority to Execute. Each Party represents and warrants that all necessary action has been taken by such Party to authorize the undersigned to execute this Contract and to bind it to the performance of its obligations.

16.2 Assignment. Contractor may not assign this Contract without the prior written consent of District, which consent may be withheld in District’s sole discretion since the experience and qualifications of Contractor were material considerations for this Contract.

16.3 Binding Effect. This Contract is binding upon the heirs, executors, administrators, successors and permitted assigns of the Parties.

16.4 Integrated Contract. This Contract, including the Contract Documents, is the entire, complete, final and exclusive expression of the Parties with respect to the Work to be performed under this Contract and supersedes all other agreements or understandings, whether oral or written, between Contractor and District prior to the execution of this Contract.
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16.5 Modification of Contract. No amendment to or modification of this Contract will be valid unless made in writing and approved by Contractor and by the Board of Directors of District or District Manager, as applicable. The Parties agree that this requirement for written modifications cannot be waived and that any attempted waiver will be void.

16.6 Electronic Signatures; Counterparts. This Contract and any amendment will be considered executed when the signature page of a party is delivered by electronic transmission. Such electronic signatures will have the same effect as an original signature. The Contract may be executed in multiple counterparts.

16.7 Waiver. Waiver by any Party of any term, condition, or covenant of this Contract will not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Contract will not constitute a waiver of any other provision, or a waiver of any subsequent breach or violation of any provision of this Contract. Acceptance by District of any Work performed by Contractor will not constitute a waiver of any of the provisions of this Contract.

16.8 Interpretation. This Contract will be interpreted, construed and governed according to the laws of the State of California. Each party has had the opportunity to review this Contract with legal counsel. The Contract will be construed simply, as a whole, and in accordance with its fair meaning. It will not be interpreted strictly for or against either party.

16.9 Severability. If any term, condition or covenant of this Contract is declared or determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions of this Contract will not be affected and the Contract will be read and construed without the invalid, void or unenforceable provision.

16.10 Venue. In the event of litigation between the parties, venue in state trial courts will be in the County of Ventura. In the event of litigation in a U.S. District Court, venue will be in the Central District of California, in Los Angeles. [Signatures on the following page.]

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The Parties have caused this Contract to be executed by their undersigned authorized agents as follows:

CAMARILLO SANITARY DISTRICT

Greg Ramirez, District Manager
ATTEST:

Carrie Weal, Assistant Secretary

CONTRACTOR
(If not an individual, two signatures are required)

Name and Title

Name and Title

_ __________________________________ _ ________ Camarillo Business Tax Certificate Number Expiration Date

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EXHIBIT A

COMPENSATION
The total compensation under this Contract will not exceed:

ALTERNATE 1
If a Lump Sum Bid: “The sum of $ .”
ALTERNATE 2
If a Unit Price Bid: “The total unit prices set forth in the bid and the actual measured quantities utilized for the Project as determined by the Director.” ALTERNATE 3
If both Lump Sum and Unit Price Bid: “The sum of $ , and the amount due based upon the unit prices set forth in the bid and the actual measured quantities utilized for the Project as determined by the Director.”

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EXHIBIT B

INSURANCE

1. General Requirements . Contractor must procure and maintain in full force and effect during the term of this Contract the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below:

Type of Insurance Limits
Commercial General Liability $2,000,000 / $4,000,000 (occurrence/aggregate) Business Automobile Liability $1,000,000 combined single Pollution Liability $1,000,000 (occurrence/aggregate) Workers’ Compensation Statutory Requirements

2. Insurance Rating. All insurance required to be maintained by Contractor must be issued by companies licensed by or admitted to conduct insurance business in the State of California by the California Department of Insurance and must have a rating of A- or better and Financial Size Category Class VII or better by the latest edition of A.M. Best’s Key Rating Guide, unless otherwise approved by City/District’s legal counsel.

3. Commercial General Liability Insurance. The commercial general liability insurance must meet or exceed the requirements of Insurance Services Office (ISO) form CG 00 01, and must be provided on a per occurrence basis for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended.

The insurance must be on an “occurrence” not a “claims made” basis. Defense costs must be paid in addition to limits. There must be no cross-liability exclusion for claims or suits by one insured against another. The insurance must include a waiver of subrogation applicable to the insurance or self-insurance, a primary and non-contributory endorsement, and an additional insured endorsement, all in favor of the City of Camarillo/Camarillo Sanitary District, its officers, employees and agents, and volunteers; blanket endorsements are acceptable. Any endorsement restricting standard ISO “insured contract” language will not be accepted.

4. Business Auto Coverage. The business automobile insurance coverage must be at least as broad as ISO Business Auto Coverage form CA 00 01, covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with the services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount stated above per combined single limit for each accident. Such insurance must include a waiver of subrogation applicable to the insurance or self-insurance, and a primary and non-contributory endorsement, and an additional insured endorsement, all in favor of the City of Camarillo/Camarillo Sanitary District, its officers, employees and agents, and volunteers; blanket endorsements are acceptable.

5. Contractor’s Pollution Liability Insurance. Coverage shall provide for liability arising out of sudden, accidental, and gradual pollution, and remediation. The policy limit shall be no less than $1,000,000 per claim and in the aggregate. All activities contemplated in this agreement shall be specifically scheduled on the policy as “covered operations”. The (6-2025) Project No. SS-5037-1

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policy shall provide coverage of remediation of the site in the event of an environmental contamination event arising out of the materials, supplies, products, work, operations, or workmanship.

6. Workers Compensation. If Contractor has any employees, Contractor must maintain workers’ compensation insurance (statutory limits) and employer’s liability insurance (with limits of at least $1,000,000). Such insurance must include a waiver of subrogation endorsement in favor of the City of Camarillo, its officers, employees, agents, and volunteers; a blanket endorsement is acceptable.

7. Umbrella or Excess Liability Insurance. If an excess or umbrella liability policy is used to meet minimum limit requirements, the insurance must provide coverage at least as broad as specified for the underlying coverages. Any such coverage provided under an umbrella or excess liability policy must include a “drop-down provision” requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason. Coverage must be provided on a “pay-on-behalf” basis, with defense costs payable in addition to policy limits. There may be no cross-liability exclusion precluding coverage for claims or suits by one insured against another. The policy must “follow form” to the underlying primary policy. Coverage must be applicable to all insureds under the primary policies. The insurance must contain or be endorsed to contain a waiver of subrogation applicable to the insurance or self- insurance, and a primary and non-contributory endorsement for the benefit of City/District.

The scope of coverage provided is subject to approval of City/District following receipt of the required proof of insurance.

8. Contractor’s Limitations and Endorsements. The Contractor’s insurance policies must not include any endorsements or provisions that limit coverage for the following risks:
explosion, collapse, or underground hazards (XCU); products and completed operations; pollution liability; and contractual liability. These coverages must be specifically included without any exclusions, modifications, or restrictions that would limit the scope of protection otherwise afforded by the basic policies. Any endorsement or exclusion that reduces or eliminates coverage for the above-listed risks is unacceptable.

9. Deductibles and Self-Insured Retention . Any deductibles or self-insured retentions applicable to the insurance policies required under this Agreement must be declared to and approved by City/District. In no event may any required insurance policy have a deductible, self-insured retention or other similar policy provision in excess of $50,000 without prior written approval by City/District in its sole discretion. At the option of City/District, either the insurer will reduce or eliminate such deductibles or self-insured retentions with respect to the City/District’s additional insureds or Contractor will procure a bond guaranteeing payment of any losses, damages, expenses, costs or settlements up to the amount of such deductibles or self-insured retentions.

10. Certificates of Insurance and Endorsements; Notice of Termination or Changes to Policies. Prior to commencing any services under this Agreement, Contractor must file with the City/District certificates of insurance and endorsements evidencing the existence of all insurance required by this Agreement, along with such other evidence of insurance or certified copies of policies as may reasonably be required by City/District. These certificates of insurance and endorsements must be in a form approved by the City/District’s legal counsel. Contractor must maintain current certificates and endorsements on file with City/District during the term of this Agreement reflecting the existence of all required insurance. Each of the certificates must expressly provide that (6-2025) Project No. SS-5037-1

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no material change in the policy, or termination or cancellation of the required coverage, will be effective except upon 30 days’ prior written notice to City/District by certified mail, return receipt requested (except for nonpayment for which a 10-day notice is required).

The delivery to City/District of any certificates of insurance or endorsements that do not comply with the requirements of this Agreement will not waive the City/District’s right to require compliance. In the event that Contractor’s policies are materially changed, Contractor must provide the City/District with at least 30 days’ prior written notice of the applicable changes. City/District reserves the right to require complete, certified copies of all required insurance policies at any time.

11. Failure to Maintain Required Insurance . If Contractor, for any reason, fails to have in place at all times during the term of this Agreement all of the required insurance coverage, the City/District may, but is not obligated to, obtain such coverage at Contractor’s expense and deduct the cost from the sums due Contractor. Alternatively, City/District may terminate the Agreement.

12. Effect of Coverage . The existence of the required insurance coverage under this Agreement will not be deemed to satisfy or limi t Contractor’s indemnity obligations under this Agreement. Contractor acknowledges t hat the insurance coverage and policy limits set forth in this Agreement constitute the minimum coverage and policy limits required.

Should any coverage carried by the Contractor or any subcontractor of any tier have limits of liability that exceed the limits or have broader coverage than required in this Agreement, those higher limits and that broader coverage are deemed to apply for the benefit of any person or organization included as an additional insured and those limits and broader coverage will become the required minimum limits and insurance coverage in all sections of this Agreement. Any insurance proceeds available to City/District in excess of the limits and coverages required by this Agreement, and which is applicable to a given loss, must be made available to City/District to compensate it for such losses.

13. Required Insurance for Subcontractors . Contractor agrees to ensure that any subcontractors providing services under this Agreement provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to review and monitor all such coverage and assumes responsibility for ensuring that such coverage is provided in conformity with the requirements of this Agreement.

14. Right to Revise Insurance Specifications. City/District reserves the right to change the amounts and types of insurance required by giving Contractor at least 90 days advance written notice of such change. If such change results in substantial additional cost to Contractor, the parties may renegotiate Contractor’s compensation.

15. Timely Notice of Claims. Contractor must give City/District prompt notice of claims made of lawsuits initiated that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability insurance policies.

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EXHIBIT C

NOT USED

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EXHIBIT D

ADJUSTMENT FOR NEW TARIFFS OR TARIF INCREASES

1. ENTITLEMENT TO ADJUSTMENT

1.1 If, after the date of Contractor's solicitation submission, the United States government imposes or increases tariffs that directly and demonstrably affect the unit pricing or availability of materials or equipment required for the Work, and such increases were unavoidable, and not reasonably foreseeable at the time of solicitation submission, Contractor may be entitled to an adjustment to the Contract Sum subject to the conditions and limitations set forth in this provision.

2. LIMITATIONS ON ENTITLEMENT

2.1 Reasonably Foreseeable Increases. Contractor shall not be entitled to any adjustment to the Contract Sum for new tariffs or tariff increases that were reasonably foreseeable at the time of solicitation submission. For purposes of this provision, "new tariffs or tariff increases that were reasonably foreseeable" include, without limitation:
a. Any increase in the applicable tariff or tariffs to a level which was already in effect, plus ten percent (10%), at any point during the past ten years; b. Any new tariff or increase in tariff level that was Already Announced prior to solicitation submission, regardless of whether it had taken effect;
i. “Already Announced” includes, without limitation, the following circumstances:

A. Notice of a pertinent tariff, or tariff level, has been published by the United States International Trade Commission, or other federal agency, as of the solicitation submission date, regardless of whether the effective date of the tariff is prior to the solicitation submissi on date, or after. Publication includes, without limitation, notices on an agency website, the Harmonized Tariff Schedule, or in the Federal Register.

B. The President of the United States, a member of the President’s cabinet, or one of the President’s advisors, has stated the federal government will adopt a new or increased tariff, including without limitation making such a statement through a speech, interview, order, social media post, or otherwise, regardless of formality.

C. A reputable news organization has reported that the U.S. federal government is expected to adopt the new or increased tariff.

2.2 General Market Conditions.
a. Contractor shall not be entitled to any adjustment to the Contract Sum for changes in unit pricing attributable to market conditions other than new or increased U.S. tariffs, including but not limited to general inflation, supply chain disruptions, labor costs, currency fluctuations, or other market factors, except to the extent covered by the force majeure provision and other provisions in the contract documents. (6-2025) Project No. SS-5037-1

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b. New or increased tariffs imposed by foreign governments, and the effects any such new or increased foreign tariffs have on unit pricing or product availability are general market conditions and do not entitle Contractor to an adjustment in the Contract Sum. New or increased tariffs imposed by foreign governments are not an “acts of a public enemy” or “acts of a governmental entity not occasioned by the Contractor’s, subcontractor’s, or supplier’s conduct” and are considered foreseeable under the contract documents.

2.3 Tariff Avoidance; Duty to Mitigate . Upon learning of a new tariff, or tariff increase, Contractor shall make commercially reasonable efforts to avoid the new costs and mitigate any increased costs to District. Contractor shall, without limitation, determine if there are alternate suppliers that can furnish necessary materials or equipment at a lower cost to Contractor, for example, by sourcing materials or equipment from the United States, or a country subject to lower duties than the Contractor’s original intended supplie r. If Contractor is able to identify a lower cost supplier through such efforts, Contractor shall procure supplies from that source before seeking an adjustment in the Contract Sum. Any adjustment to the Contract Sum shall be based on actual increased costs incurred by Contractor despite such efforts.

3. PROCEDURE FOR SEEKING ADJUSTMENT

3.1 Notice Requirement. Contractor shall notify District in writing within fourteen (14) calendar days after Contractor becomes aware or should reasonably have become aware of a new tariff or tariff increase that may entitle Contractor to an adjustment to the Contract Sum.

3.2 Documentation Required. Contractor's request for adjustment shall include:
a. Identification of the specific materials or equipment affected; b. Documentation of the original cost of the affected materials or equipment as included in Contractor's solicitation submission;
c. Documentation of the increased cost directly attributable to the tariff increase; d. Documentation demonstrating that the tariff increase was not reasonably foreseeable as defined in Section 2.1;
e. Documentation demonstrating that the increased costs are not attributable to non-tariff market conditions as defined in Section 2.2; and
f. Proposed adjustment to the Contract Sum.

4. AUDIT RIGHTS

4.1 Prior to agreeing to any adjustment to the Contract Sum, District shall have the right to audit Contractor's books and records to verify that all conditions precedent to a price adjustment have been met.

4.2 Contractor shall provide District and District's authorized representatives access to all books, records, documents, and other evidence pertaining to the request for adjustment, including but not limited to:
a. Original purchase orders and supplier quotes;
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c. Correspondence with suppliers regarding tariff impacts; d. Documentation of tariff rates in effect at the time of solicitation submission and at the time of purchase; and
e. Any other documentation reasonably requested by District to verify the entitlement to and amount of the requested adjustment.

4.3 Contractor shall maintain all such records for a period of not less than three (3) years after final payment.

5. DETERMINATION OF ADJUSTMENT AMOUNT

5.1 Any adjustment to the Contract Sum shall be limited to the actual increased cost directly attributable to the unforeseeable new tariff or tariff increase, without any additional markup for overhead and profit.

5.2 District reserves the right to reject any request for adjustment that does not meet the requirements of this provision or is not substantiated by sufficient documentation.

5.3 Nothing in this provision shall be construed to relieve Contractor of its obligation to complete the Work within the Contract Time or to entitle Contractor to any time extension due to new tariffs or tariff increases.
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VERIFICATION OF CALIFORNIA

CONTRACTOR’S LICENSE

I certify, under penalty of perjury, that I have a valid California Contractor’s license issued pursuant to Business and Professions Code section 7000 and following, and was so licensed at the time that the bid was awarded:

California Contractor’s License:

License Number Class Expiration Date

CONTRACTOR (PRINT OR TYPE)

Date Signature

(Public Contract Code § 6100)

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CERTIFICATE REGARDING

WORKERS’ COMPENSATION

I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

Name (print or type)

Date Signature
(6-2025) Project No. __SS-5037__

BOND

BOND NO.

PERFORMANCE BOND
On _____________________________, the Board of Directors of the Camarillo Sanitary District, California, a sanitary district (“DISTRICT”), awarded a contract (“Contract”) to ____________________________________________________________________________ (“CONTRACTOR” or “PRINCIPAL”), for the work (“Work”) identified as ____________________________________________________________________________ The Contract and related documents (“Contract Documents”) are incorporated and made a part of this performance bond.

Under the Contract, CONTRACTOR is requi red to furnish this bond providing for the faithful performance of the Work
NOW, THEREFORE, we, CONTRACTOR, as PRINCIPAL, and
____________________________________________________________________________, a corporation organized and existing under the laws of the State of ________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto DISTRICT, in the sum of
_______________________________________________________________________dollars ($_________________________), lawful money of the United States of America, this sum being not less than one hundred percent (100%) of the estimated amount payable by DISTRICT under the terms of the Contract , PRINCIPAL and SURETY, bind ourselves and our heirs, executors, administrators, successors and assigns, jointly and severally, by this instrument.

BOND CONDITIONS

1. PRINCIPAL will perform the Work the identified in the Contract. DISTRICT has estimated the required amount of the bond as shown above.

2. PRINCIPAL’s performance of the Work will be done in accordance with the Contract Documents. Should PRINCIPAL fail to satisfactorily complete all required Work within the time allowed, DISTRICT may, at its sole discretion, either (1) cause all required Work to be done and the parties executing this bond will be firmly bound for the payment of all necessary costs for the performance of this Work or (2) make demand upon the SURETY to complete the required Work in which event the SURETY will commence completion of the Work within 30 days of the DISTRICT’S demand unless otherwise agreed in a writing signed by the parties.

3. PRINCIPAL will guarantee the Work against any defective work, labor or materials for a period of one year following the completion and acceptance of the Work by DISTRICT. (6-2025) Project No. __SS-5037__

BOND

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Camarillo Municipal Code.

5. SURETY agrees that no changes, extensions of time, alteration or modification of the Contract or of the obligations to be performed thereunder will in any way affect its obligation on this bond, and waives notice of any such change, extension of time, alteration or modification of the Contract or of the obligations to be performed.

Furthermore, SURETY expressly waives the provisions of California Civil Code sections 2845 and 2849.

6. This bond consists of this instrument, the Contract and Contract Documents referenced above, and the following two attached exhibits, all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY’s representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY’s certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted.

7. In case suit is brought upon this bond, the court will award and SURETY must pay, in addition to the face amount of this bond, all costs and reasonable attorney’s fees incurred by DISTRICT in successfully enforcing any obligation under this bond.

IN WITNESS THEREOF, we have hereunto set our hands and seals this _______ day of ____________________, 20____.

PRINCIPAL
By
Title
Address

Telephone Number

Signature
(6-2025) Project No. __SS-5037__

BOND

SURETY
By
Title
Address

Telephone Number

Signature

* ALL SIGNATURES ON THIS PERFORMANCE BOND MUST BE NOTARIZED USING APPROPRIATE 8½” x 11” NOTARY ACKNOWLEDGEMENT FORM.

** Appropriate modifications will be made to this form if the bond is being furnished for the performance of an act not provided for by agreement.

*** Corporations must affix corporate seal.

(6-2025) Project No. __SS-5037__

BOND

BOND NO.

PAYMENT BOND
On __________________________, the Board of Directors of the Camarillo Sanitary District, California, a sanitary district (“DISTRICT”), awarded a contract (“Contract”) to ____________________________________________________________________________ (“CONTRACTOR” or “PRINCIPAL”), for the work (“Work”) identified as ____________________________________________________________________________.

PRINCIPAL is required to furnish a bond under the Contract to secure the payment of claims of laborers, mechanics, material persons, and other persons as provided by law.

PRINCIPAL and __________________________________________________ ___________________________________, a corporation incorporated under the laws of the State of _______________________________ and licensed by the State of California to execute bonds and undertakings as sole surety (“SURETY”), are held and firmly bound unto DISTRICT in the sum of ___________________________________________________ ______________________________________ dollars ($_________________________), lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument.

BOND CONDITIONS

1. PRINCIPAL will construct the Work identified in the Contract. Such performance will be in accordance with the Contract Documents identified in the Contract, which are hereby incorporated and made a part of this bond. DISTRICT has estimated the required amount of the bond as shown above.

2. If PRINCIPAL, its heirs, executors, administ rators, successors, assigns or subcontractors fail to pay any of the persons named in California Civil Code section 3181, or any amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Departm ent from the wages of employees of the Contractor and its subcontractors under Unemployment Insurance Code section 13020, with respect to work or labor performed under the Contract, SURETY will pay for the same in an amount not exceeding the penal sum specified in this bond.

3. This bond inures to the benefit of any of the persons named in Civil Code section 3181 so as to give a right of action to such persons or their assigns in any suit brought upon this bond. In case suit is successfully brought upon this bond, SURETY further agrees to pay all reasonable attorneys’ fees and costs in an amount fixed by the court.

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Camarillo Municipal Code. (6-2025) Project No. __SS-5037__

BOND

5. SURETY agrees that no changes, extensions of time, alteration or modification of the Contract or of the obligations to be performed thereunder will in any way affect its obligation on this bond, and waives notice of any such change, extension of time, alteration or modification of the Contract or of the obligations to be performed.

Furthermore, SURETY expressly waives the provisions of California Civil Code sections 2845 and 2849.

6. This bond consists of this instrument, the Contract and Contract Documents referenced above, and the following two attached exhibits, all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY’s representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY’s certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted.

IN WITNESS THEREOF, we have hereunto set our hands and seals this _______ day of ____________________, 20____.

PRINCIPAL
By
Title
Address

Telephone Number

Signature
(6-2025) Project No. __SS-5037__

BOND

SURETY
By
Title
Address

Telephone Number

Signature

* ALL SIGNATURES ON THIS PAYMENT BOND MUST BE NOTARIZED USING APPROPRIATE 8½” x 11” NOTARY ACKNOWLEDGEMENT FORM.

** Appropriate modifications will be made to this form if the bond is being furnished for the performance of an act not provided for by agreement.

*** Corporations must affix corporate seal.

(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
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CAMARILLO SANITARY DISTRICT

GENERAL CONDITIONS/SPECIFICATIONS

WORK IDENTIFICATION: PLEASANT VALLEY ROAD SEWER FORCE MAIN - PHASE 1 PROJECT NO. SS-5037-1
___________________________________________________________________________

SECTION
NO.

PAGE
NO.

1. Definitions ......................................................................................... 4

1.1 General Construction ............................................................ 4

1.2 Terms Defined ...................................................................... 4

1.3 General Conditions/Specifications ........................................ 5

1.4 Abbreviations ........................................................................ 5

2. Work and Material Requirements ..................................................... 6

2.1 Use of Premises ................................................................... 6

2.2 Materials Furnished By District ............................................. 6

2.3 Or Equal ............................................................................... 6

2.4 Samples ................................................................................ 6

2.5 Warranty ............................................................................... 6

2.6 Liens ..................................................................................... 7

2.7 Manufacturer’s Recommendations ....................................... 7

2.8 Certificates of Compliance .................................................... 8

3. Grading Ordinance ........................................................................... 8 4. Progress Payments to Contracto r .................................................... 8

4.1 Progress Payments to Subcontractors ................................. 8

4.2 Substitution of Securities ...................................................... 8

5. Time for Completion ......................................................................... 9 5.1 Payment for Delays to Contractor ........................................ 9

5.2 Rights of District to Increase Working Days ......................... 9

6. Construction Schedule and Commencement of Work ..................... 9 6.1 Proposed Construction Schedule ......................................... 9

6.2 Beginning of Work ................................................................ 10

6.3 Temporary Suspension of Work ........................................... 11

6.4 Starting of Contract Time ...................................................... 12

6.5 Liquidated Damages ............................................................. 12

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7. Subcontracting ................................................................................. 12

7.1 Subcontractors Bound By Contract ...................................... 12

7.2 District Consent to Subcontractors ....................................... 12

8. Work By Others ................................................................................ 13

8.1 District’s Right to Award Other Contracts ............................. 13

8.2 Contractor’s Responsibilities ................................................ 13

9. Authority of the District Engineer ...................................................... 13

9.1 General Authority .................................................................... 13

9.2 Interpretation of Drawings and Specifications ........................ 13

9.3 Inspection ............................................................................. 14

9.4 Disputes Pertaining to Payment for Work ............................. 14

10. General Provisions ........................................................................... 14 10.1 Utilities .................................................................................. 14

10.2 Water Supply ........................................................................ 14

10.3 Dust Control .......................................................................... 15

10.4 Removal and Disposal of Structures and
Obstructions .........................................................................

15 10.5 Surveys ................................................................................. 15

10.6 Layout and Field Engineering ............................................... 15

10.7 Traffic Requirements ............................................................ 15

10.8 Tests and Inspections ........................................................... 16

10.9 Soils Investigation Report ..................................................... 17

10.10 Compaction Tests ................................................................. 17

10.11 Cutting and Patching ............................................................ 17

10.12 Earthquake and Tidal Wave Damage ..................................... 18

10.13 Highway and Railroad Permits ............................................... 18

10.14 Noise Control ......................................................................... 18

11. Acceptance of Work ......................................................................... 18

11.1 No Waiver of Legal Rights .................................................... 18

11.2 Non-Complying Work ........................................................... 18

11.3 Fulfillment of Contract ........................................................... 19

11.4 Correction of Work Before Acceptance ................................ 19

11.5 Deductions for Uncorrected Work ........................................ 19

11.6 Final Clean Up ...................................................................... 19

11.7 Certificate as to Compliance With
Certain Regulations ..............................................................

19 12. Claims between District and Contracto
r ........................................... 20

12.1 Definition of Claim ................................................................ 20

12.2 Notice of Potential Claim Procedure ..................................... 20

12.3 Claim Processing Procedure ................................................ 21

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GENERAL CONDITIONS/SPECIFICATIONS
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13. Assignment of Rights ....................................................................... 22

14. Prohibited Interests .......................................................................... 22

15. Labor Code Requirements ............................................................... 22

15.1 State Wage Determination ................................................... 22

15.2 Compliance Monitoring ......................................................... 22

15.3 Payroll Records .................................................................... 23

15.4 Apprentices ........................................................................... 24

15.5 Working Hours ...................................................................... 25

15.6 Workers Compensation ........................................................ 25

15.7 Protection of Workers in Trench
Excavations ..........................................................................

25 16. Sales and Use Tax Cooperation ...................................................... 26 17. Documentation of Status of Surety ................................................... 26

18. Construction and Demolition Waste ................................................. 26

19. Use of Premises ............................................................................... 26

(5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
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GENERAL CONDITIONS/SPECIFICATIONS

1. Definitions

1.1 General Construction
Terms used in these General Conditions/Specifications and in other Contract Documents will have the definition provided in this Section 1, unless the context requires a different meaning.

The word “person” includes a corporation, association, partnership and any other form of legal entity.

Unless otherwise specifically defined herein, or unless the context requires a different meaning, all words, terms and phrases having a well-known or technical meaning will be so construed.

In the event of conflict, the order of precedence of governing documents will be as set forth in Section 5.1 of the Instructions to Bidders.

1.2 Terms Defined
Acceptance: The formal written acceptance by District of a project that has been completed in all respects in accordance with the plans and specifications and any modifications.

Addendum: The modification of the plans and/or spec ifications issued to all prospective bidders during the period when necessary to change, correct, clarify, or further define any phase of the work.

Bidder: Any person submitting a proposal for the work contemplated, acting directly or through a duly authorized representative.

District: The Camarillo Sanitary District, County of Ventura, State of California Assistant Secretary: The Assistant Secretary of District.

Board of Directors: The Board of Directors of District.

District Engineer/Engineer of Work/Engineer: The District Engineer of District or his/her duly authorized deputies, agents, representatives or inspectors.

Contractor: The successful bidder who is awarded the Contract.

Days: Calendar days, unless business days or work days, are expressly specified.

Materials: Any material, equipment, appliance, process, item or article of any nature whatsoever installed or incorporated into the work or provided to District under the Contract.

Project: The project is the total improvement, of which the work performed under the Contract may be the whole or a part.
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GENERAL CONDITIONS/SPECIFICATIONS
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Punch List: List of corrective items, determined by the Engineer, which must be completed by the Contractor.

Special Provisions: Any provision in the Contra ct Documents that supplements, modifies and, when in conflict, supersedes these General Conditions/Specifications.

Standard Specifications/Green Book/SSPWC: Standard Specifications for Public Works Construction, 2021 edition, written and promulgated by Public Works Standards, Inc. and all supplements thereto.

State Standard Plan: Standard Plans prepared by the State of California, Business & Transportation Agency, Department of Transportation, latest edition.

Subcontractor: Any subcontractor under Contractor.

Work: That which is proposed to be constructed or done under the Contract, in strict accordance with the Contract Documents, including the furnishing of all necessary or convenient tools, equipment, material, labor and transportation.

Working Days: A working day is defined as any day, except Saturdays, Sundays, legal holidays and except days when Work is suspended by the Engineer, and any other day determined to be non-working in accordance with the Contract Documents.

1.3 General Conditions/Specifications
The provisions of these General Conditions/Specifications and any other Contract Document supersede the SSPWC to the extent that the provisions supplement, modify or conflict with the SSPWC in accordance with Section 5.1 of the Instructions to Bidders.

1.4 Abbreviations
AAN American Association of Nurserymen
AGC Associated General Contractors of America
AISC American Institute of Steel Construction
APWA American Public Works Association
ASME American Society of Mechanical Engineers
AWS American Welding Society
AWWA American Water Works Association
EIA Electronic Industries Association
IEEE Institute of Electric and Electronic Engineers
NEC National Electric Code
NEMA National Electrical Manufactures Association
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GENERAL CONDITIONS/SPECIFICATIONS
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SSS State of California Standard Specifications, Latest edition, Department of Public Works, Department of Transportation VCSS Ventura County Standard Specifications

2. Work and Material Requirements

2.1 Use of Premises
(a) Contractor must confine all tools and equipment, the storage of materials, and the operation of workers to areas designated by the Engineer. (b) With respect to any premises, tools or equipment of District made use of in the performance of the Contract, Contractor will be deemed to have inspected the same prior to use, have accepted them in good and safe condition and have agreed to maintain them in a safe condition for the protection of workmen while using them during the performance of the Work.

2.2 Materials Furnished By District
Materials furnished by District will be available at locations designated in the Special Provisions, or if not designated in the Special Provisions, will be delivered to a single location of District’s choice within the project area. The materials will be hauled to the site of installation by Contractor at its expense, including any necessary loading and unloading that may be involved. The cost of handling and placing materials furnished by District will be considered as included in the price paid for the item involving such furnished material.

2.3 Or Equal
In the event that an item is called for by a specific product or trade name, Contractor will have 35 days after the award of the Contract for submission of data substantiating a request for a substitution of “an equal” item. In the event Contractor furnishes any “or equal” material more expensive than that specified in the bid form, the difference in cost of such material so furnished will be borne by Contractor under Public Contract Code section 3400.

2.4 Samples
Contractor must furnish for approval, within 35 days following notice of award of Contract, all samples as required in specifications together with catalogs and supporting data required by the Engineer. This provision does not authorize any extension of time for performance of the Contract. The Engineer will review such samples only for conformance with design and concept of Work and for compliance with information given in the Contract Documents. Work must be in accordance with approved samples under Public Contract Code section 3400.

2.5 Warranty
(a) The labor and materials bond must remain in effect until expiration of six months after the period in which verified claims may be filed as provided in Civil Code section 9356, and the performance bond must be paid up and in effect for one year after the acceptance of the job by District in accordance with the guarantee required by Subsection 2.5(b), below. (b) Besides warranties and guaranties otherwise required by the Contract Documents, Contractor warrants and guarantees all Work for a period of one year after date of acceptance of the Work by District, unless a longer period is specified, and must repair or replace any or all such (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
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Work, together with any other Work, which may be displaced in so doing, that may prove defective in workmanship, materials or both within one year from date of acceptance without expense whatsoever to District, ordinary wear and tear, unusual abuse or neglect excepted. The Engineer will give notice of observed defects with reasonable promptness. Contractor must notify the Engineer upon completion of repairs.
(c) In the event Contractor fails to commence the corrective work within 10 days after being notified in writing to do so by the Engineer and prosecute the corrective work to timely completion, District may proceed to have defects corrected and made good at the expense of Contractor who must pay the costs and charges of such corrective work immediately on demand. (d) If, in the opinion of the Engineer, defective work creates a condition that requires immediate corrective work, the Engineer will attempt to give the notice required by this Section.

If Contractor cannot be contacted or does not comply with District’s request for correction within a reasonable time as determined by the Engineer, District may, notwithstanding the provisions of this Section, proceed to make such corrective work, and Contractor will be liable for costs of such corrective work. Such action by District will not relieve Contractor of the warranties and guaranties provided in this Section or elsewhere in the Contract.
(e) This Section does not in any way limit the warranty or guaranty on any material for which a longer warranty or guaranty is specified in the Contract Documents or on any items for which a manufacturer gives a warranty or guaranty for a longer period. Contractor must furnish the Engineer with all appropriate warranty and guaranty certificates upon completion of the Work. (f) For federally funded transportation projects, District does not require a warranty and the applicable bonds may be exonerated administratively.

2.6 Liens
No materials, supplies, tools or equipment for Work under this Contract may be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest herein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all materials installed or incorporated in the Work by Contractor or any subcontractor and agrees upon completion of all Work to deliver premises, together with all improvements and appurtenances constructed or placed thereon by Contractor, to District free from any claim, liens, or charges. Contractor further agrees that neither Contractor nor any person furnishing any materials, supplies, tools, equipment or labor for any Work covered by this Contract will have any right to lien upon the premises or any improvement or appurtenance thereon, except that Contractor may install metering devices or other equipment of utility companies or of political subdivisions title to which is commonly retained by utility companies or political subdivisions. In event of the installation of any such metering device or equipment, Contractor will so advise District. Nothing contained in this article, however, will defeat or impair the rights of persons furnishing material or labor under any bond given by Contractor for their protection or any rights under any law permitting such persons to look to funds due Contractor in the hands of District, and this provision will be inserted in all subcontracts and material contracts and notice of its provisions will be given to all persons furnishing material for Work when no formal contract is entered into for such material.

2.7 Manufacturer’s Recommendations
Where the manufacturer of any material or equipment provides written recommendations or instructions for its use or method of installation (including labels, tags, (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
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manuals or trade literature), such recommendations or instructions must be complied with, except where the Contract Documents specifically require deviations.

2.8 Certificates of Compliance
The District Engineer may require certificates of compliance with the specifications for materials or manufactured items produced outside of the job site. Such certificates will not relieve Contractor from the requirements of providing materials and manufactured items complying with the specifications even though they have been incorporated into the job.

3. Grading Ordinance
(a) All excavation, filling and grading operations in Camarillo are governed by City’s Grading Ordinance. No grading permit is required of Contractor for Work performed within the limits of the project right-of-way shown on the plans.
(b) Materials, exported or wasted outside of the project right-of-way shown on the plans, are subject to all requirements of the Grading Ordinance. The requirements may include, but are not limited to, submitting a grading plan prepared by a civil engineer, obtaining a grading permit, paying the permit fee, posting a grading bond, hiring professionals for engineering and testing services, compacting fills, constructing drainage facilities, and providing erosion protection. These requirements are the responsibility of the owner of the land on which the material is placed. To ensure that neither District nor Contractor are a party to aiding or abetting any property owner to violate the Grading Ordinance, no material may be exported or wasted outside the limits of the project right-of-way until Contractor has furnished the Engineer a copy of the grading permit or certificate of exemption covering such operation on land where the material is to be deposited.

4. Progress Payments to Contractor

4.1 Progress Payments to Subcontractors
Contractor must pay to any subcontractor, no later than seven days after receipt of each District progress payment, unless otherwise agreed to in writing, the respective amounts allowed Contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’s interest in the progress payment. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from the Contractor to a subcontractor, the Contractor may withhold no more than 150% of the amount disputed.

In all contracts between Contractor and its subcontractors, the percentage of the retention of proceeds withheld may not exceed the percentage specified in the Contract Documents between the District and the Contractor.

4.2 Substitution of Securities
Pursuant to Public Contract Code section 22300 and upon Contractor’s request, District will make payment of funds retained from progress payments for performance security, if Contractor deposits in escrow with District’s Finance Director or with a state or federal chartered bank acceptable to District as escrow agent, securities eligible for the investment of District funds under Government Code section 16430 or bank or savings and loan certificates of deposit.

Securities may be substituted upon the following terms and conditions:
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GENERAL CONDITIONS/SPECIFICATIONS
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(a) Contractor will bear all expenses in connection with the escrow deposit made. (b) Securities or certificates of deposit must be of a value equal to 100% of the amounts of retention to be paid to Contractor.
(c) Contractor must enter into an escrow agreement that is substantially the same as set forth in Public Contract Code section 22300.
(d) Contractor must obtain the written consent of the surety to the escrow agreement.

5. Time for Completion

5.1 Payment for Delays to Contractor
Contractor will be compensated when any extension of time is granted for delays caused solely by action or inaction of District, which the Engineer determines materially increases or decreases the costs of any portion of the Work. If the Engineer determines that compensation is not justified, Contractor will be so advised in writing. Contractor may then submit a notice of potential claim to the Engineer, as provided in t he Standard Specifications relative to disputed Work.

5.2 Rights of District to Increase Working Days
If such Work is not completed within the time for completion, the Board of Directors has the right to increase the number of working days in the amount it may determine will best serve the interests of District, and, if it desires to increase the number of working days, it has the further right to charge Contractor and deduct from the final payment for the Work, the actual cost of engineering, inspection, superintendence, and other overhead expenses that are directly chargeable to Contractor, and that accrue during the period of such extension, except that the cost of the final service and preparation of the final estimates may not be included in such charges.

6. Construction Schedule and Commencement of Work

6.1 Proposed Construction Schedule
(a) After notification of award and prior to the start of any Work, Contractor must submit to the District Engineer for approval the proposed construction schedule. The construction schedule must be in the form of a Critical Path Method (CPM) in sufficient logic and detail to show the chronological relationship of all activities of the project, including, but not limited to, estimated starting and completion dates of various activities, procurement of materials and scheduling of equipment, work of subcontractors, interface with work by others, and other tasks required to complete the project. The level of detail must be consistent with the complexity of the project as determined by the District Engineer. The construction schedule must reflect completion of all Work included in the Contract within the Completion Time in accordance with these specifications. A construction schedule showing the project complete in less than the Completion Time will not be accepted. The construction schedule must be cost loaded on a monthly basis. (b) If Contractor desires to make a major change in its method of operation after commencing construction, or if its schedules fail to reflect the actual progress, it must submit to District a revised construction schedule in advance of beginning any revised operations. (5-2023)

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(c) The baseline construction schedule must utilize the Completion Time included in the Contract and must not extend beyond the number of working days. The baseline schedule must have a date of the first working day of the Contract and not include any completed work to date. The baseline construction schedule must not attribute negative float or negative lag to any activity. If the Contractor intends to complete the Work prior to the time of completion, the intended date of completion must be set forth in the construction schedule and the Contractor must execute a zero-cost Contract Change Order that reduces the number of working days allowed for completion to conform to the intended completion date.
(d) Float, slack time, or contingency within the schedule and the total float within the overall construction schedule, is not for the exclusive use of the Contractor or the District, but is jointly owned and is a resource to meet Contract milestones and the Contract Completion Time.

The Contractor must not sequester shared float through such strategies as extending activity duration estimates, using preferential logic, or using extensive crew/resource sequencing. Since float time within the construction schedule is jointly owned, no time extensions will be granted nor delay damages paid unless a delay occurs that extends the Work beyond the Contract Completion Time. Since float time within the construction schedule is jointly owned, it is acknowledged that District caused delays can be offset by District caused time savings. Therefore, the Contractor will not be entitled to receive a time extension or delay damages until all District caused time savings are exceeded and the Contract Completion Time is also exceeded. (e) If the Contractor has fallen behind the accepted Construction Schedule by more than 15 percentage points based on earned progress payments, the Contractor must take steps, including, but not limited to, increasing the number of personnel, shifts, and/or overtime operations, days of work, and/or amount of construction equipment until such time as the Work is back on schedule. Contractor must also submit for review no later than the next request for partial payment, such supplementary schedule or sc hedules as may be deemed necessary to demonstrate the manner in which the rate of progress will be regained. All cost required to bring the Project back on schedule will be borne by the Contractor without additional cost to the District.

(f) If the Contractor falls behind the accepted construction schedule, as modified by such time extensions as may have been granted by the District for unavoidable delays, by more than 35 percentage points based on earned progress payments, the Contractor will be deemed in material breach of Contract and the Work turned over to the surety for completion within the scheduled time.

(g) Contractor must include in the schedule, detailed information for each operation.

When the project schedule includes multiple streets or sites, Contractor must include detailed information for each street or site. When notifications or parking restrictions are required such dates must be included in the schedule.

(h) Contractor must provide critical path schedules in legible hardcopy format and must also submit schedules with each update in an editable electronic format compatible with MS Project or Primavera as directed by Engineer.

6.2 Beginning of Work
(a) The delivery to District, for execution and approval of the Contract Documents properly executed on behalf of Contractor and surety, constitutes Contractor’s authority to enter upon the site of the Work and to begin operations, subject to its assumption of the risk of the disapproval of the Contract, as herein provided, and subject also to the following:
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GENERAL CONDITIONS/SPECIFICATIONS
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(1) Contractor’s receipt from District for the properly executed Contract Documents, including bonds and certificates of insurance. (2) District may, for any reason, order Contractor not to enter upon the site of the Work, which order will nullify the authority of Contractor to enter upon the site prior to receipt of the Notice to Proceed.
(3) Notice in writing of Contractor’s intention to start Work prior to approval, specifying the date on which Contractor intends to start, must be given to the Engineer at least 48 hours in advance.
(4) Contractor must, on commencing operations, take all precautions required for public safety and observe all the provisions in these General Conditions/Specifications and any Special Provisions.
(5) In the event of disapproval of the Contract, Contractor must, at its expense, do such Work as is necessary to leave the site in a neat condition to the satisfaction of the Engineer. If the Work done affects any existing road or highway, Contractor must, at its expense, restore it to its former condition or the equivalent thereof to the satisfaction of the Engineer. (6) All Work done according to the Contract prior to its approval will, when the Contract is approved, be considered authorized Work and will be paid for as provided in the Contract.
(b) Entry upon the site without authority will be treated as trespassing. (c) Should Contractor begin the Work in advance of receiving notice that the Contract has been approved as provided above, any Work performed by Contractor in advance of the date of approval will be considered as having been done by Contractor at Contractor’s own risk and as a volunteer unless the Contract is so approved.
(d) Contractor may start the Work at any time after the Notice to Proceed is issued, but Work must begin within the number of days indicated on the Bid Proposal after the starting date for the Contract, or at such other times as may be indicated in the Special Provisions. The actual date on which Contractor starts the Work will not affect the required item for completion as provided for in the Contract.
(e) If required by the Special Provisions, Contractor must start construction operations on that part of the project designated by the Engineer. (f) Contractor must perform all the Work in such a manner and with sufficient materials, equipment, and labor to ensure its completion in accordance with the plans and specifications within the time set forth in the Contract.

6.3 Temporary Suspension of Work
(a) Should suspension of the Work be ordered by reason of the failure of Contractor to carry out orders or to perform any provisions of the Contract; or by reason of weather conditions being unsuitable for performing any item or items of the Work; Contractor, at its expense, must take all steps necessary to provide and maintain a safe, smooth, and unobstructed passageway through construction for use by public traffic during the period of such suspension. In the event (5-2023)

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that Contractor fails to take such steps, Distri ct may perform such tasks and the cost thereof will be deducted from monies due Contractor.
(b) If the Engineer orders a suspension of all of the Work or a portion of the Work which is the current controlling operation or operations, 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 will not be considered working days for the purpose of calculating Contractor’s time of performance.
(c) If a portion of the 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.
(d) If suspension of the Work is ordered by the Engineer, due to the failure on the part of Contractor to carry out orders given or to perform any provision of the Contract, no time extension for such suspension will be granted.

6.4 Starting of Contract Time
As soon as practicable after the Contract has been executed by both parties, a Notice to Proceed will be issued by District stating the starting date of the Contract time, which will be as stated in the Notice to Proceed, unless otherwise provided in the Special Provisions.

6.5 Liquidated Damages
The parties agree that time is of the essence in the completion of the Work, and that in case all the Work called for under the Contract is not completed before or upon the expiration of the time limit as set forth in the Contract Documents, as modified by extensions of time granted by District, damage will be sustained by District. As it is impracticable to determine the actual delay damage, the parties agree that Contractor must pay liquidated damages to District in the amount set forth on page 1 of the Bid Proposal, per calendar day for each and every calendar day’s delay beyond the time prescribed to complete the Work. If Contractor fails to pay the liquidated damages, District may deduct the amount from any monies due or that may become due Contractor under the Contract.

7. Subcontracting

7.1 Subcontractors Bound By Contract
Contractor agrees to bind every subcontractor by the terms of the Contract as far as such terms are applicable to the subcontractor’s work. If Contractor subcontracts any part of this Contract, Contractor will be fully responsible to District for the acts and omissions of every subcontractor and of persons either directly or in directly employed by every such subcontractor.

Nothing contained in the Contract Documents, however, creates any contractual relation between any subcontractor and District.

7.2 District Consent to Subcontractors
District’s consent to, or approval of, any subcontractor under the Contract does not in any way relieve Contractor of its obligations under the Contract nor will such subcontract or approval be deemed to waive any provision of the Contract between District and Contractor. (5-2023)

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8. Work By Others

8.1 District’s Right to Award Other Contracts
(a) District reserves the right to award other contracts in connection with the project.

Nothing in these General Conditions/Specifications may be interpreted as granting to Contractor exclusive occupancy at the site of the project.
(b) If simultaneous execution of any contract is likely to cause interference with performance of some other contract or contracts, District will decide which contractor must cease Work temporarily and which contractor must continue or whether Work can be coordinated so that contractors may proceed simultaneously. Notwithstanding any other provision of these General Conditions/Specifications, District is not responsible for any damages suffered or extra costs incurred by Contractor resulting directly or indirectly from the award or performance or attempted performance of any other contract or contracts on the project, or caused by any decision or omission of District respecting the order of precedence in performance of contracts.

8.2 Contractor’s Responsibilities
Contractor must ascertain to its own satisfaction the scope of the project and nature of any other contracts that have been or may be awarded by District in prosecution of the project to the end that Contractor may perform the Contract in consideration of such other contracts, if any.

Contractor must afford other contractors and utilities reasonable opportunity for introduction and storage of their materials and execution of their tasks and must properly connect and coordinate its efforts with theirs. Contractor may not cause any unnecessary hindrance or delay to any other contractor working on the project.

If any part of Contractor’s Work depends for proper execution or results upon Work of any other contractor, Contractor must inspect and promptly report to the District Engineer any defects in such Work that render it unsuitable for such proper execution and results. Its failure so to do constitutes a waiver by Contractor of any claim of delay caused by events beyond Contractor’s control.

9. Authority of the Engineer

9.1 General Authority
The Engineer will decide any and all questions which may arise as to the quality or acceptability of materials furnished and Work performed, and as to the manner of performance and rate of progress of the Work, and must decide all questions that may arise as to the interpretation of the drawings and specifications, and all questions as to the acceptable fulfillment of the Contract on the part of Contractor, and as to compensation. The Engineer’s decisions are final and the Engineer has authority to enforce and make effective such decisions and orders.

9.2 Interpretation of Drawings and Specifications
The Engineer will interpret the meaning of any part of the drawings and specifications about which any misunderstanding may arise and the Engineer’s decision will be final. Should there appear to be any error or discrepancy in or between the drawings and specifications, Contractor must refer the matter to the Engineer for adjustment before proceeding (5-2023)

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with the Work. Should Contractor proceed with the Work without so referring the matter, it does so at its own risk.

9.3 Inspection
(a) The Engineer must be provided full access to all operations involving the Work under the Contract and be provided reasonable advance notice of the time and place of operations which the Engineer desires to observe. The Engineer must be provided with all requested samples of materials and Work for testing purposes.
(b) Contractor must furnish the Engineer reasonable facilities for obtaining such information as may be necessary to keep the Engineer fully informed respecting the progress and the manner of the Work. The Engineer’s inspection of the Work will not relieve Contractor from any obligation under the Contract. The Engineer has authority to stop any Work whenever provisions of Contract Documents are not being complied with and Contractor must instruct its employees and any subcontractors accordingly.

9.4 Disputes Pertaining to Payment for Work
Should any dispute arise respecting the true value of any of the Work done, of any of the Work omitted, or any extra Work which Contractor may be required to do, or respecting the size of any payment to Contractor during the performance of the Contract, such dispute will be decided by the Engineer.

10. General Provisions

10.1 Utilities
(a) All utilities, including but not limited to, electricity, water, gas, telephone used on the Work will be furnished at Contractor’s sole expense. Contractor must furnish and install necessary, temporary distribution systems, including meters, from distribution points to points on site where utility is necessary to carry on the Work. Upon completion of the Work, Contractor must remove all temporary distribution systems. Unless otherwise indicated, the Contractor must also arrange for permanent utilities as necessary for completion and operation of the work.

Contractor must pay for utilities until the “Project Acceptance and Final Payment” form is executed and the Work is accepted by the Engineer.
(b) If the Contract is for an addition to an existing structure, Contractor may, with written permission of the Engineer, use District’s existing utilities to carry on the Work by making prearranged payments to District.

10.2 Water Supply
Water may only be used in the service area of the applicable water purveyor.

Water may not be imported or exported from one water purveyor’s service area to another water purveyor’s service area. If the work area crosses multiple water purveyor’s service areas, one fire hydrant meter from each water purveyor must be obtained, and water from each fire hydrant meter may only be used in the applicable water service area for each water purveyor.

All water used other than through a service connection and meter must be through a fire hydrant meter. Hydrant meters will be installed by the City of Camarillo Water Division or applicable water purveyor and moved from one location to another only upon approval of the City (5-2023)

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of Camarillo Water Division or other applicable water purveyor. The Contractor must pay all applicable fees and charges related to the construction water account, including but not limited to deposits, installation, inspection and related costs.

Water used will be charged at the unit rate per 100 cubic feet as currently established by City Council resolution or by the applicable water purveyor.

10.3 Dust Control
Contractor must provide such dust control equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by its operations, and failure to control such dust will be cause for the Engineer to stop the Work until the dust is controlled. Contractor will have no recourse to collect from District for any loss of time or expense sustained by Contractor due to such suspension of the Work.

10.4 Removal and Disposal of Structures and Obstructions All fences, trees, and obstructions of any nature to the execution of the Work removed by Contractor must be disposed of, reused or delivered to City’s Corporation Yard as required. These tasks are to be included in the cost of other items bid on, if there is no item covering the same. Any obstruction that is privately owned that is removed by Contractor must be replaced or compensated at Contractor’s sole expense to the satisfaction of the Engineer.

10.5 Surveys
Surveys to determine location of property lines and corners, locations of construction, grading and site Work must be supplied by Contractor.

No survey information beyond the information on the plans will be provided by the Engineer. Contractor must preserve all stakes set for the lines, grades or measurements of the Work until authorized to remove them by the Engineer. Any expense incurred in replacing such stakes which Contractor may have failed to preserve will be borne by Contractor.

10.6 Layout and Field Engineering
All field engineering required for laying out the Work and establishing grades for earthwork operations will be furnished by Contractor at its sole expense. Such engineering will be done by a qualified Civil Engineer approved by the Engineer. Any required “as built” drawings of site development must be prepared by the approved Civil Engineer at Contractor’s sole expense.

10.7 Traffic Requirements
(a) Street Closures, Detours, and Barricades.
(1) Street closures require discretionary City Council authorization and are not allowed unless no safe and effective alternative exists. Contractor must prepare a comprehensive justification for the proposed alternative.

Contractor must consider contract time in the justification, and allow at least 45 calendar days for City review and processing. Meetings, including those outside normal working hours may be necessary.
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(2) All costs involved in complying with the following requirements for street closures, detours and barricades will be borne by Contractor. (3) Contractor must notify the Engineer at least 5 working days before closing or partially closing any street. The Contractor must arrange detour routes and issue signing instructions, if required. All detour routes must be submitted for approval by the Engineer at least 10 working days before the detour.
(4) Contractor must notify the following agencies, at least 48 hours in advance of the closing, partial closing, or opening of any street or alley:

Camarillo Police Department 805-388-5100
Ventura County Fire Department 805-389-9710
Camarillo Public Works Department 805-388-5340
Camarillo Streets Division 805-388-5338
E.J. Harrison 805-207-0159
Camarillo Post Office 805-383-9804
Camarillo Area Transit 805-388-5346

(5) Contractor must install, maintain, and remove all temporary barricades, lights, warning signs, and other facilities necessary to control traffic as specified in the California Manual on Uniform Traffic Control Devices (CMUTCD). Materials for a temporary facility may be provided from new or used materials. If used materials are provided, they must be sound, in good condition, and otherwise meet the requirements of new materials. (6) If at any time any portion of the street is obstructed to traffic, Contractor must post “No Parking Anytime” signs on both sides of the street for a distance of 300 feet beyond the obstructed portion of the street. (7) In addition to the lane width specified in subsection (b) below, Contractor must maintain a minimum clearance of three feet to excavations and a minimum of two feet to curbs and other obstructions. When traffic patterns required by the Work are such that opposing lanes of traffic must cross the existing centerline, Contractor must separate the opposing lanes at intervals, not to exceed 25 feet, or as directed by the Engineer. (b) Minimum Requirements for Maintaining Traffic Flow: Traffic in each direction must be maintained on all streets at all times. Traffic lanes of at least 10 feet must be used.

10.8 Tests and Inspections
(a) If the Contract, or any laws, ordinances, regulators or any public authority requires any of the Work to be specially inspected, tested or approved, Contractor must give notice in accordance with such authority of its readiness for such inspection or test at least two working days prior to such inspection. If inspection or testing is by an authority other than District, Contractor must arrange for such inspection or testing, and Contractor must also give at least two working days prior written notice to the authority and the Engineer of the date fixed for such inspection. Required certificates of inspection or approval must be secured by Contractor. The Engineer will promptly make observations, where practicable, and do so at the source of supply.

If any of the Work is covered up without approval or consent of the Engineer, it must, if required (5-2023)

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by the Engineer, be uncovered for inspection or testing and satisfactorily reconstructed at Contractor’s sole expense in strict accordance with the Contract Documents. Costs of tests and inspections of any materials found to be not in compliance with the Contract must be paid for by Contractor at its sole expense. Other costs for tests and inspection of materials will be paid by District.
(b) Where such inspection and testing are to be conducted by an independent laboratory agency, such materials or samples of materials to be tested will be selected by such laboratory or agency, or the Engineer, and not by Contractor. (c) Contractor must notify the Engineer in writing a sufficient time in advance of manufacture of materials to be supplied under contract, which must by terms of the contract be tested, in order that the Engineer may arrange for testing of same at the source of supply. Any materials shipped by Contractor from the source of supply prior to having satisfactorily passed such testing and inspection, or prior to receipt of notice from the Engineer that such testing and inspection will not be required, may not be incorporated in the Work without prior approval of the Engineer and subsequent testing and inspections.
(d) Re-examination of questioned Work may be ordered by the Engineer and, if so ordered, the Work must be uncovered by Contractor. If such Work is found to be in accordance with the Contract Documents, District will pay the costs of re-examination and replacement. If such Work is found not to be in accordance with the Contract Documents, Contractor must pay the costs at its sole expense.

10.9 Soils Investigation Report
When a soils investigation report is available from District, such report will not be a part of the Contract. Any information obtained from such report or any information given on drawings as to subsurface soil condition or to elevations of existing grades or elevations of underlying rock is approximate only, is not guaranteed, and does not form a part of the Contract.

Contractor is required to make a visual examination of site and must make whatever tests it deems appropriate to determine underground condition of soil.

10.10 Compaction Tests
(a) Contractor must perform compaction tests as required by the City Engineer, in accordance with ASTM D-1557 or California Test Method No. 216. (b) Contractor must bear the total expense of all failing tests.

10.11 Cutting and Patching
(a) Contractor must do all cutting, fitting, or patching of the Work as required to make its several parts come together properly and fit to receive or be received by other contractors showing upon, or reasonably implied by, the drawings and specifications for the completed project, as the Engineer may direct. All costs caused by defective or ill-timed Work will be borne by the Contractor.
(b) Contractor may not endanger any of the Work by cutting, excavating, or otherwise altering the Work and may not cut or alter any Work of any other contractor, except with the written consent of the Engineer.
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10.12 Earthquake and Tidal Wave Damage
Notwithstanding the provisions of Subsection 4-1.2 of the SSPWC, when the Governor of California or the President of the United States declares that the area where the Work is being constructed is a disaster area due to earthquakes or tidal waves, Contractor will be relieved of the responsibility for repairing damage to the Work caused by earthquake or tidal wave, unless such damage results from negligent acts or omissions of Contractor.

10.13 Highway and Railroad Permits
The Engineer will obtain the basic state highway and railroad encroachment permits, which will include checking of plans. Contractor must also obtain its own permits from these agencies. Inspection and permit fees charged by these agencies must be paid by Contractor. Any other permits must be obtained by Contractor at no additional cost to District.

10.14 Noise Control
Construction Noise Level Limits: Construction operations must comply with City of Camarillo Municipal Code, specifically Chapter 10.34, Noise Regulations.

11. Acceptance of Work

11.1 No Waiver of Legal Rights
(a) District will not be precluded or estopped by any measurement, estimate, or certificate made either before or after the completion and acceptance of the Work and payment therefor from showing the true amount and character of the Work performed and materials furnished by Contractor, nor from showing that any such measurement, estimate, or certificate is untrue or is incorrectly made, nor that the Work or materials do not in fact conform to the Contract. (b) District will not be precluded or estopped, notwithstanding any such measurement, estimate, or certificate and payment in accordance therewith, from recovering from Contractor or its surety, or both, such damages as it may sustain by reason of Contractor’s failure to comply with the terms of the Contract.
(c) Neither the acceptance by the Engineer nor 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 will operate as a waiver of any portion of the Contract or of any power herein reserved, or of any right to damages. (d) A waiver of any breach of the Contract will not be held to be a waiver of any other or subsequent breach.

11.2 Non-Complying Work
Neither the final certificate of payment nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the District, will constitute an acceptance of any of the Work not done in accordance with the Contract Documents or relieve Contractor of liability in respect to any express wa rranties or responsibility for faulty materials or workmanship.
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11.3 Fulfillment of Contract
Contractor must, at its sole expense, protect and care for all the Work it performs until the Contract has been fulfilled to the satisfaction of, and the Work has been accepted in writing by, the Engineer. The date upon which the Engineer accepts the Work as complete will be the date that Contractor is relieved from responsibility to protect the Work.

11.4 Correction of Work Before Acceptance
(a) Contractor must promptly remove from the site or premises all Work determined by the Engineer as failing to conform to Contract, whether or not installed or incorporated.

Contractor must promptly replace and re-execute the Work to comply with the Contract Documents without additional expense to District and will bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. (b) If Contractor does not remove such nonconforming Work within a reasonable time, District may remove it and may store the material at Contractor’s expense. If Contractor does not pay expenses of such removal within 10 days’ time thereafter, District may, upon 10 days’ written notice, discard such materials or sell such materials at auction or at private sale and will provide an accounting to Contractor for net proceeds of such sale, after deducting all costs and expenses that should have been borne by Contractor.

11.5 Deductions for Uncorrected Work
If District deems it inexpedient to correct any Work injured or not done in accordance with the Contract, District will make an equitable deduction from the Contract price.

11.6 Final Clean Up
Upon completion of the Work and before acceptance and final payment will be made, Contractor, as its sole expense, must clean the Work area and all premises occupied by it in connection with the Work. All rubbish, weeds, graffiti, one-call USA markings, excess materials, falsework, temporary structures, tools and equipment must be removed and all parts of the Work must be left in a neat and presentable condition. All excavations left by removal of structures must be filled and compacted with clean suitable soil acceptable to the Engineer.

11.7 Certificate as to Compliance With Certain Regulations Contractor must file with Engineer, prior to the acceptance of the Work, a certificate in form substantially as follows:

I (We) hereby certify that all of the Work has been performed and materials supplied in accordance with the specifications, drawings, and Contract Documents for the Work and that:
(a) no less than the prevailing rates of per diem wages as ascertained by the Director of Industrial Relations has been paid to workers employed on this Work and a copy of these rates has been posted and maintained at the Work site at all times during the course of the Work;
(b) there have been no unauthorized substitutions of subcontractors; nor have any unauthorized subcontracts been entered into;
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(c) no subcontract was assigned or transferred or performed by anyone other than the original subcontractor, except as provided in the Subletting and Subcontracting Fair Practices Act, Public Contract Code section 4100 and following; and (d) all claims for materials and labor and other services performed in connection with the Contract Documents have been paid.

12. Claims between District and Contractor

12.1 Definition of Claim
As used in this section, “claim” means a separate demand by Contractor, sent by registered mail or certified mail with return receipt requested, for (1) a time extension (including, without limitation, for relief from damages or penalties for delay assessed by the District), (2) payment of money or damages arising from Work done by or on behalf of Contractor pursuant to the Contract and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (3) an amount the payment of which is disputed by District.

12.2 Notice of Potential Claim Procedure
(a) Contractor agrees that it may not be entitled to the payment of any additional compensation for any claim that may be based on any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, RFI response, or for the happening of any event or occurrence, unless the Contractor has given the Engineer written notice of a potential claim as provided in this subsection.
(b) The written notice of a potential claim must be submitted on the District’s claim form and certified with reference to the California False Claims Act, Government Code sections 12650-12655. The written notice of potential claim must include the following information:
(1) The complete nature and circumstances of the dispute which caused the potential claim.
(2) The Contract provisions that provide the basis of the claim. (3) The estimated cost of the potential claim, including an itemized breakdown of individual costs and how the estimate was determined. (4) A time impact analysis of the project schedule that illustrates the effect on the scheduled completion date due to schedule changes or disruptions where a request for adjustment of contract
(c) The written notice of potential claim must be submitted to the Engineer prior to the time that the Contractor performs any additional work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Engineer and for which is not expressly provided for under this Contract. The Contractor must provide the Engineer the opportunity to examine the site or Work and respond within five business days from the date the notice of potential claim was submitted to the Engineer. The Contractor must then proceed with the performance of the additional work unless otherwise specified or directed by the Engineer.

When the affected work is completed, the Contractor must submit substantiation of the Contractor’s actual costs and total amount of the claim within 10 days of completing the work. (5-2023)

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Failure to do so will be sufficient cause for denial of any claim subsequently filed on the basis of the notice of potential claim.
(d) In all other cases, the written notice of potential claim must be submitted to the Engineer within 15 days after the happening of the event, occurrence or other cause, giving rise to the potential claim.

12.3 Claim Processing Procedure
All claims for which a written notice of potential claim was filed and which claim is not resolved promptly resolved under subsection 12.2 will be processed and resolved in accordance with Public Contract Code section 9204, which is hereby incorporated by this reference, and the provisions of section 9204 are generally set forth in this subsection. This subsection and the requirements of Public Contract Code will not preclude the claimant and District from entering into a written waiver of the claim processing procedures outlined in this subsection and electing to resolve the dispute by arbitration pursuant to Public Contract Code section 10240 and following.
(a) The claimant must submit a written claim that includes reasonable documentation necessary to substantiate the claim.
(b) Upon receipt of the claim, the District and the claimant may, by mutual written agreement, extend the time period for the District to respond to the Contractor’s claim. (c) District will respond in writing to any written claim within: (i) 45 days of receipt of the claim; (ii) the extended time period according to Section 12.3(b); or (iii) where the Board of Directors does not meet within 45 days or the extended time period, three days after the next duly publicly noticed meeting on calendar.
(d) The District’s written response will identify the disputed and undisputed portions of the claim, and the District will process payment for any undisputed claims within 60 days after the written statement referenced in Section 12.3(c). If the claimant disputes District’s written response, or District fails to respond within th e time prescribed in Section 12.3(c), the claimant may so notify District, in writing, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, District will schedule a meet and confer conference within 30 days for settlement of the dispute. (e) 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 District will provide the Contractor 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 will be processed and made within 60 days after the District issues its written statement. (f) Any disputed portion of the claim, as identified by the claimant in writing, must be submitted to nonbinding mediation, with the District 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 mediat or and those mediators may select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party bears the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute may be (5-2023)

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resolved through other means, including civil action or arbitration in accordance with Public Contract Code sections 20104.4 and 20104.6.”

13. Assignment of Rights
In entering into this Contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to District 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, services, or materials pursuant to the public works contract or the subcontract. This assignment will be made and become effective at the time District tenders final payment to Contractor, without further acknow ledgement by the parties. (Pub. Con. Code § 7103.5.)

14. Prohibited Interests
No official, employee, or agent of District, nor any member of their immediate family, may have any direct or indirect interest in this Contract.

15. Labor Code Requirements

15.1 State Wage Determination
(a) Under California Labor Code section 1770 and following, Contractor must pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate of per diem wages are on file at the office of the Owner, which copies must be made available to any interested party on request, and are also available on the Internet at the website of the Department of Industrial Relations: http://www.dir.ca.gov/dlsr/PWD/index.htm . Contractor must post a copy of such determination at each job site.
(b) Under Labor Code section 1775, Contractor will, as a penalty to District, forfeit the statutory penalty each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director for such work or craft in which such worker is employed for any public work done under the Contract by it or by any subcontractor under it. (c) Contractor must comply with all provisions of Labor Code section 1775.

15.2 Compliance Monitoring
(a) The Work is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations (Labor Code § 1771.4). (b) Pursuant to Labor Code section 1771.4, Contractor and its subcontractor(s) must furnish the payroll records specified in Labor Code section 1776 directly to the Labor Commissioner and to the District, in the following manner:
(1) At least monthly or more frequently if specified in the contract with the awarding body.
(2) In a format prescribed by the Labor Commissioner.
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(c) Contractor must post job site notices, as prescribed by regulation (Labor Code § 1771.4).
(d) If the District determines based on its review of the Contractor’s or any of its subcontractor’s certified payroll records that the Contractor or any subcontractor has underpaid its employees, then upon the second occurrence of such underpayment, the District reserves the right to obtain a certified payroll compliance monitoring consultant to assist the District in the additional work required to ensure Contractor or any subcontractor compliance and the associated costs will be the responsibility of the Contractor and will be deducted from Pay Estimates due to the Contractor.

15.3 Payroll Records
(a) Under Labor Code section 1776, Contractor and each subcontractor must keep an accurate payroll record, showing the name, address, social security number, work classification, 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 by it in connection with the public work.
(b) The payroll records enumerated in subsection (a) above, must be certified and made available for inspection at all reasonable hours at the principal office of Contractor on the following basis:
(1) A certified copy of an employee’s payroll record must be made available for inspection or furnished to the employee or his or her authorized representative on request.
(2) A certified copy of all payroll records enumerated in subsection (a) must be made available for inspection or furnished upon request to a representative of the body awarding the Contract, 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 enumerated in subsection (a) must be made available upon request by the public for inspection or copies thereof made. However, a request by the public must be made through either the body awarding the Contract, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to subparagraph (2) above, the requesting party must, prior to being provided the records, reimburse the costs of preparation by Contractor, subcontractors, and the entity through which the request was made. The public may not be given access to the records at the principal offices of Contractor.
(c) Contractor or any subcontractor must file a certified copy of the records enumerated in subsection (a) with the entity that requested the records within 10 days after receipt of a written request.
(d) Any copy of records made available for inspection and copies furnished upon request to the public or any public agency by District, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement must be marked or obliterated in such a manner as to prevent disclosure of an individual’s name, address, and social security number. The name (5-2023)

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and address of Contractor or any subcontractor performing the contract may not be marked or obliterated.
(e) Contractor must inform District of the location of the records enumerated under subsection (a), including the street address, city and county, and must, within five working days, provide a notice of change of location and address.
(f) Contractor or any subcontractor has 10 days in which to comply subsequent to receipt of written notice requesting the records enumerated under subsection (a). In the event of noncompliance with the requirements of this Section, Contractor must, as a penalty to the state or District, forfeit the statutory penalty for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. These penalties will be withheld from progress payments then due. Responsibility for compliance with Section 15.3 (a) through (f) lies with Contractor. (g) For all projects, the payroll records enumerated in subsection 15.3 (a) above, must be delivered to the Labor Commissioner (no event less frequently than monthly) directly to the Labor Commissioner in the format prescribed by the Labor Commissioner. (h) For federally funded projects, Contractor must submit certified payroll records weekly to the Engineer.
(i) Upon request, Contractor must submit backup documentation for certified payroll records including cancelled checks, proof of payment of fringe benefits, time cards, apprenticeship documentation, and other backup records.

15.4 Apprentices
(a) Contractor must comply with Labor Code section 1777.5 and following, and Title 8, California Administrative Code section 200 and following, with respect to apprentices. To ensure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, Contractor and subcontractors should, where some question exists, contact the Division of Apprenticeship Standards prior to commencement of the Work.

Responsibility for compliance with this Section lies with Contractor. District policy is to encourage the employment and training of apprentices on its construction contracts as may be permitted under local apprenticeship standards. These provisions require that contractors and subcontractors submit contract award information to the applicable joint apprenticeship committee, employ apprentices in apprenticeable occupations in a ratio of not less than one hour or apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted in accordance with Section 1777.5), contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors may not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices as defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice agreements may be em ployed on public works in apprenticeable occupations. The responsibility for compliance with these provisions is fixed with the prime contractor for all apprenticeable occupations. Contractor agrees to provide Division of Apprenticeship Standards (DAS) Form 13 or any successor apprenticeship reporting form to District no later than the time of Contractor’s execution of the Contract Documents. (b) Contractor must comply with the requirements of Form FHWA 1273 (for federally funded projects), and Labor Code sections 1777.5 and 1776. In the event of conflict between the (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
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provisions, Contractor must comply with the most stringent provision that requires the largest number of apprentices.

15.5 Working Hours
(a) Contractor must comply with all applicable provisions of Labor Code section 1810 and following relating to working hours. Contractor will forfeit the statutory penalty to District for each worker employed in the execution of the Contract by Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight hours in any one calendar day and 40 hours in any one calendar week, unless such worker receives compensation for all hours worked in excess of eight hours at not less than one and a half (1-1/2) times the basic rate of pay. Contractor must comply with all requirements for payment of overtime and holiday rates of pay.
(b) District may withhold from any monies payable on account of Work performed by Contractor or any subcontractor, such sums as may administratively be determined to be necessary to satisfy any liabilit ies of such Contractor or subcontractor, for unpaid wages and liquidated damages as provided for in subsection (a), above.

15.6 Workers Compensation
(a) Under Labor Code sections 1860 and 3700, Contractor is required to secure the payment of compensation of its employees.
(b) Under Labor Code section 1861, Contractor must sign and file with District the following certification prior to performing the Work of the Contract: “I am aware of the provisions of section 3700 of the Labor Code which require 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.”

15.7 Protection of Workers in Trench Excavations
As required by Labor Code section 6705, whenever Work under the Contract involves the excavation of any trench or trenches five feet or more in depth, Contractor must submit for acceptance by District or by a registered civil or structural engineer, employed by District, to whom authority to accept has been delegated, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation, of such trench or trenches. If such plan varies from the shoring system standards established by the Construction Safety Orders of the Division of Industrial Safety, the plan must be prepared by a registered civil or structural engineer employed by Contractor, and all costs therefor will be included in the price named in the Contract for completion of the Work as set forth in the Contract Documents. Nothing in this Section may be deemed to allow the use of a shoring, sloping, or other protective system less effective than that required by the Construction Safety Orders. Nothing in this Section may be construed to impose tort liability on District, the District Engineer, nor any District officers, agents, representatives, or employees. Unless a specific bid item is included in the Bid Proposal, payment for protection of workers in excavations requiring adequate sheeting, shoring, bracing and other safety provisions must be included in the bid item for mobilization. A separate item must be shown in the schedule of values for protection of workers in trench excavations. Contractor must obtain all necessary permits for excavation work from Cal/OSHA at Contractor’s expense. (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
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16. Sales and Use Tax Cooperation
Contractor must take all steps reasonably necessary, as instructed by the Director of Finance, with respect to collection and reporting California Sales and Use Tax, to ensure that, to the extent legally possible, sales and use taxes collected for personal property purchased pursuant to this Contract, are reported with a point of sale within District.

17. Documentation of Status of Surety
Contemporaneously with the filing of a bid bond, labor and materials bonds, and faithful performance bond (or others), Contractor must obtain and file with District from the following documents:
(a) a certified copy of the unrevoked appointment Power of Attorney, By Laws or other instrument entitling or authorizing the person who executed the bond to do so; and (b) a certified copy of the Certificate of Authority of the issuer issued by the Insurance Commissioner of the State of California; and
(c) a certificate from the Clerk of the County where the principal office of the issuer is located that the Certificate of Authority of the issuer has not been surrendered, revoked, cancelled, annulled or suspended, or, in the event that it has been surrendered, revoked, cancelled, annulled or suspended, that renewed authority has been granted; and (d) copies of the insurers’ most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 of Chapter 1 of Part 2 of Division 1 of the Insurance Code (section 900 and following).

18. Construction and Demolition Waste

Contractor must provide an accurate estimate of the amount of construction debris recycled as a result of the project. Any materials that could have been disposed of in a landfill, but were instead processed and reused on the project or elsewhere will be considered recycled.

Amounts must be itemized with description of the items recycled and must be reported in either cubic yards or tons (see Appendix). Examples of recycled construction debris are: asphalt concrete grindings, chunks of broken asphalt concrete, PCC chunks, base, soil, metals, and other similar materials. Contractor must sign the estimate of recycled construction debris and must certify that the estimate is accurate to the best of contractor’s knowledge. Contractor must provide this estimate prior to submittal of the final pay estimate and at such other reasonable intervals during the course of the project as requested by the Engineer.

19. Use of Premises

(a) The Work must be confined to District owned or controlled land or right-of-way as shown on the plans, unless otherwise expressly provided in the Contract Documents. If the right- of-way is not shown on the plans, the Contractor must field verify the right-of-way at no additional cost to the District. Contractor must provide at Contractor’s own expense and without liability to the District any additional land and access thereto that Contractor may desire for temporary construction facilities, or for storage and staging of materials. (b) Contractor may not trespass upon or in any way disturb property adjacent to District owned or controlled land or right-of-way or outside any permanent or temporary project construction (5-2023)

GENERAL CONDITIONS/SPECIFICATIONS
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easements without first obtaining written permission from the applicable property owner. A copy of such written permission must be furnished to the Engineer. (c) If Contractor finds it necessary to obtain additional working area, it is the responsibility of Contractor to negotiate permissions, obtain applicable permits and pay all costs pertaining to the additional work area.
(d) If additional work area is required and obtained, the following requirements will apply:
(1) Contractor must restore such property to the full satisfaction of the property owner at no additional cost to the District, and must obtain from the property owner a written release stating that restoration has been satisfactorily made.

Contractor must provide the Engineer a copy of the written release from the property owner.
(2) Contractor may not place or dispose any excess earth, stone, or other excavated material on any property without first obtaining necessary permits and written permission of the owner of the property and securing the approval of the City Engineer. Contractor must provide the Engineer with one copy of the property owner's written permission and one copy of a written release from the property owner stating that the work has been completed to the satisfaction of the property owner.

(3) All items within any District owned or controlled land or right-of-way or within any permanent or temporary construction easements must be removed, or removed and replaced, or restored as required by the Plans and Specifications, as directed by the Engineer.

CAMARILLO SANITARY DISTRICT

DEPARTMENT OF PUBLIC WORKS

PLEASANT VALLEY ROAD
SEWER FORCE MAIN – PHASE 1
PROJECT NO. SS-5037-1

These Special Provisions have been prepared under the direction of the following professional Civil Engineer, licensed by the State of California

HDR Engineering, Inc.
625 E. Santa Clara Street, Suite 100
Ventura, CA

James Kelly, P.E. Date
Registered Civil Engineer #88317
Exp. 03/31/2028

Specification No. SS-5037-1 TABLE OF CONTENTS
Camarillo Pleasant Valley Road Force Main 01 01 10

TABLE OF CONTENTS
DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 10 - TABLE OF CONTENTS
DIVISION 01 — GENERAL REQUIREMENTS
01010 – SUMMARY OF WORK
01020 – EXISTING CONDITIONS
01030 – STORMWATER POLLUTION PREVENTION PLAN
01040 – ADMINISTRATIVE REQUIREMENTS
01200 – MEASUREMENT AND PAYMENT
01300 – SUBMITTALS
01505 – MOBILIZATION AND DEMOBILIZATION
DIVISION 02 — EXISTING CONDITIONS
02 21 13 - SITE SURVEYS
02 21 15 – SUBSURFACE UTILITY INVESTIGATION
DIVISION 31 — EARTHWORK
31 23 33 - TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES DIVISION 32 — EXTERIOR IMPROVEMENTS
32 12 16 - ASPHALTIC CONCRETE VEHICULAR PAVING
DIVISION 33 — UTILITIES
33 05 19 - DUCTILE-IRON UTILITY PIPE
33 05 33 - HIGH DENSITY POLYETHYLENE PIPE
33 05 97 - TRACER WIRE AND UTILTY DETECTION TAPE
DIVISION 40 — PROCESS INTERCONNECTIONS
40 05 01 - COMMON WORK RESULTS FOR PROCESS PIPING
40 05 51 - COMMON REQUIREMENTS FOR PROCESS AND UTILITY VALVES 40 05 62 - PLUG VALVES
Specification No. SS-5037-1 SUMMARY
Camarillo Pleasant Valley Road Force Main 01010-1 of 7 SECTION 01010

SUMMARY OF WORK

1.01 GENERAL DESCRIPTION OF THE WORK
A. Location:

1. The Work is located in the City of Camarillo, and extends from Camarillo Sanitary District’s Pump Station #3, near Las Posas Road and Pleasant Valley Road intersection, to 300 feet east of Pump Station #3 along Las Posas Road.

B. The work to be performed by Sewer Force Main Contractor (Contractor) includes but is not limited to:

1. Work to be performed under this Contract includes, but is not limited to, constructing 270 linear feet of buried 26-inch nominal diameter HDPE DR 21 sanitary sewer force main pipeline, 32 linear feet of buried 24-inch DIP CL 200 sanitary sewer force main pipeline, a 24-inch manually operated plug valve, fittings, and appurtenances via open cut methods; tracer wire and test boxes; detection tape; potholing; traffic control measures, trench restoration, removal of existing sewer pipelines, and all other Work required in accordance with the Contract Documents.

C. The District will perform the following in conjunction with the project:

1. Operate all existing valves, pumps, equipment, and appurtenances that will affect Owner’s operations or facility processes, unless otherwise specified or indicated.

1.02 GENERAL REQUIREMENTS OF THE WORK
A. All work must be coordinated with the Engineer, District staff, the City’s Construction Manager, Project Schedule, Contract Period, Submittals, and other requirements of these Contract Documents.

B. Construction signage shall be provided by Contractor as directed by the Engineer to ensure safety and convenience for staff at no additional cost to the District.

C. The District reserves the right to direct the order of work in the interest of safety and convenience. The Engineer will endeavor to give the Contractor 72 hours of notice of any such directed order of work.

D. The Contractor must diligently execute the contract work within the allowed number of working days specified in Page 1 of the Bid Proposal, counting from the date stated in the Notice to Proceed for construction. The days to finish the punch list, provided by the District, are included in the working days.

E. Contractor shall provide at least ten (10) working days written notification in advance of planned connection to the Owner’s existing pipelines, ducts, or electrical facilities or any activity that could potentially interfere wi th the operation of the District’s facilities.

Owner will operate existing valves and facilities.

F.

Specification No. SS-5037-1 SUMMARY
Camarillo Pleasant Valley Road Force Main 01010-2 of 7

1.03 STANDARD SPECIFICATIONS AND DETAILS
A. The work provided herein must conform to and be in accordance with the Contract Plans, General Conditions/Specifications and Special Provisions, as well as the latest edition of the Standard Specifications for Public Works Construction (”SSPWC”), written and promulgated by the Public Works Standards, Inc.; herein referred to as the “Standard Specifications”, the State of California Department of Transportation Standard Specifications; hereinafter referred to as the “State Standard Specifications”, California Manual on Uniform Traffic Control Devices (CMUTCD), City of Camarillo (City) Standards, City of Camarillo Water Division Standards, and Camarillo Sanitary District (District) Standards.

B. In resolving conflicts among any of the Contract Documents, the order of precedence shall be as identified in the Instruction to Bidders. In the event of discrepancy between any drawings and the figures written thereon, the figures will govern. In the event of a discrepancy within the same type of Contract Document, the more stringent requirement will govern as determined by the Engineer.

C. Whenever in the Contract Documents references are made to published specifications, codes, standards, or other requirements, it is understood that if a date is not specified, only the latest specifications, standards, or requirements of the respective issuing agency which have been published as of the date that the Work is advertised for bids will apply; except to the extent that such standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the drawings will be waived because of any provision of, or omission from, the standards or requirements.

1.04 GENERAL SAFETY REQUIREMENTS
A. Contractor must do whatever work is necessary for safety and be solely and completely responsible for conditions of the job site, including safety of all persons (including employees) and property during the Contract period. Safety provisions must conform to Federal and State Departments of Labor Occupational Safety and Health Act (OSHA), and other applicable Federal, State, County and local laws, ordinances, codes, requirements set forth herein, and regulations that may be specified in other parts of these Contract Documents. Contractor must do all work necessary to protect the general public from hazards, including, but not limited to, surface irregularities or un-ramped grade changes in vehicular travel ways (including but not limited to streets, roads and driveways and adjacent farming operations), pedestrian sidewalks or walkways. Barricades, lanterns, and proper signs must be furnished in sufficient amount to safeguard the public and the work. This requirement applies continuously and is not limited to normal working hours.

B. Contractor must develop and maintain for the duration of the Contract, a safety program that will effectively incorporate and implement required safety provisions. The Contractor must appoint a qualified employ ee who is authorized to supervise and enforce compliance with the safety program.

1.05 ORDER OF THE WORK
A. It is the Contractor’s responsibility to fully schedule and coordinate the Work. The Contractor is required to submit a detailed step by step construction sequence to the Engineer and arrange a meeting to discuss the details. The construction sequence Specification No. SS-5037-1 SUMMARY
Camarillo Pleasant Valley Road Force Main 01010-3 of 7 submittal shall accompany the schedule and be submitted at the beginning of the project.

B. The Contractor must control operations such that the following conditions can be met:

1. Demolition of items affecting District operations and facilities cannot start until all associated replacement materials are in possession, potholes shown on approved plans have been submitted and favorably reviewed, immediately accessible by the Contractor, and District is in agreement with Contractor’s proposed schedule.

2. Owner shall be notified fourteen (14) days prior to any work that impacts its operations or connects to existing facilities. The Contractor shall work diligently to coordinate the work and mitigate impacts to the District, its staff, and operations. The Contractor’s use of the premises shall not impede normal operation of the existing facilities.

C. The phasing of work, including means and methods, of how to meet the requirements of the Contract Documents shall be proposed by the Contractor for District review and approval.

D. The following activities generally describe the sequence of the Work:

1. Pleasant Valley Road Sewer Force Main – Phase 1 work schedule is largely dependent upon the City of Camarillo Pleasant Valley Bike Lanes Project (ST- 5006).

2. ST-5006 includes the replacement of a culvert directly south of Pump Station #3. Contractor to coordinate the installation of proposed ductile iron pipe beneath proposed precast culvert to occur after demolition of the existing culverts but before the proposed culvert is installed by ST-5006. Coordinate installation with the ST-5006 Contractor and County Watershed.

3. Install the remainder of proposed pipeline and plug valve.

4. Backfill and pressure test installed pipeline.

1.06 CONTRACTOR’S USE OF PREMISES
A. The Contractor’s use of the premises shall not impede normal operation of the existing facilities. Contractor must advise the Engineer at least twenty (20) working days in advance of any activity that could potentially interfere with the operation of the existing Pump Station.

B. Always maintain construction site security and safety, and adhere to District’s site security measures.

C. The Contractor must maintain a minimum of one lane, not less than twelve (12) feet wide, in each direction of travel on roadways at all times as directed by the Engineer.

Where these requirements cannot be met, Contractor shall provide traffic control.

D. The Contractor shall provide fixed and/or portable chemical toilets and washing facilities for the use of the Contractor’s employees, subcontractors, and visitors to the Specification No. SS-5037-1 SUMMARY
Camarillo Pleasant Valley Road Force Main 01010-4 of 7 work site. Contractor employees and subcontractors shall not use District facilities without prior written permission.

1. These accommodations shall be in sufficient quantity and have regular service in order to maintain them in a neat and sanitary condition. Toilets and washing facilities shall conform to the requirements of Title 8, California Code of Regulations, and shall be placed in near proximity to the worksite.

2. Locations to be approved by the District.

3. All temporary toilets and washing facilities shall be furnished and placed during mobilization to the work site and shall be removed upon demobilization.

1.07 COORDINATION WITH OWNER AND IMPACT OF WORK
A. Pump Station #3 is in operation 24 hours per day. Work shall be performed in such a manner to mitigate impacts to the District, including maintaining reasonable access for City staff to access and operate the pump station. Shutdown periods shall be avoided or minimized to the greatest extent possible by the Contractor throughout construction.

B. Shutdowns are not anticipated by the District for this work, but proposed timing of shutdowns shall be included in the project schedule for Owner’s review and approval, should they be deemed necessary by the Contractor. For shutdowns of existing improvements and equipment, Contractor shall submit shutdown and bypass plans for Owner’s review and approval. Contractor is responsible for furnishing and installing bypass pumping equipment, appurtenances, any required electrical/controls infrastructure, and any temporary treatment, instrumentation, or other equipment to facilitate bypass of each process. Contractor shall facilitate coordination with District staff and Owner’s Representative to maintain continuity and operation of all bypass or temporary operations for the duration of the construction period.

C. It is the sole responsibility of the Contractor to ensure systems are usable and accessible during construction. The Contractor shall install temporary systems if required to maintain operations at no extra cost to the District.

1.08 PUBLIC NOTIFICATION AND PROJECT SIGNS
A. The Contractor must furnish and install two (2) project signs. The signs must be installed at least 2 weeks prior to the start of work at specific locations to be determined by the Engineer. The signs must meet the requirements of City of Camarillo Standard Drawing No. TR-10, and also include the Ventura County Transportation Commission (VCTC) logo when the project has federal funding. The signs may be required to be relocated when project location changes.

B. The Engineer will stipulate the wording of the signs, but both will be the same. The Contractor is responsible for changing the dates on the signs at the District’s or City’s direction.

C. The signs must contain an anti-graffiti coating. The anti-graffiti coating must be a protective film and must protect the sign from graffiti and must allow removal of graffiti without damage to the sign, including after removal of the graffiti with solvents. Such film shall not reduce retro-reflectivity of the sign at any time. Contractor shall submit anti-graffiti coating for review and approval by the Engineer. The Contractor must Specification No. SS-5037-1 SUMMARY
Camarillo Pleasant Valley Road Force Main 01010-5 of 7 maintain the signs for graffiti and must provide a new sign if the graffiti or other event damages the sign. At the end of construction, or when directed to do so by the District or City, the Contractor is responsible for the removal and safe disposal of all signs and related materials. The Contractor must maintain the signs for the duration of construction, removing them only after the completion date. All costs incurred in furnishing, installing, maintaining, relocation and removing the signs must be included in other items of work and no separate payment will be made.

D. In addition to the two (2) project signs mentioned above, the Contractor must furnish and install four (4) portable Changeable Message Signs (CMS) for public notification for the duration of the project. When more than one arterial street is under construction or under notification, four (4) additional CMS are required for each arterial street. The signs must be installed at least 2 weeks prior to the start of work at specific locations to be determined by the Engineer. The Contractor must assure CMS are maintained and are operational at all times. CMS wording must be submitted to, and approved by, the Engineer in advance of performing any work. The Contractor must revise the message and location of CMS within four hours of notification by the Engineer. All CMS shall be locked and password protected to prevent tampering.

E. At least seven (7) calendar days prior to beginning work, the Contractor must distribute notices to all residences, owners, businesses, and schools adjacent to or affected by the proposed work. In addition, the Contractor must notify property owners and adjacent neighborhoods in writing as directed by the District, 72 hours in advance of area specific work. Such notices must at minimum give the start date of the work, daily schedule for the proposed work, typical parking restriction for the work, the times of any restricted driveway access, impacts to residences and businesses, the Contractor's representative name and phone number, the District representative name and phone number, along with any other information requested by the Engineer.

F. Such notices must be prepared and printed by the Contractor, reviewed & approved by the Engineer, and must be served by the Contractor's representative in person to each residence and business. Failure of the Contractor to properly serve such notices will be cause for suspension of work until compliance with this requirement is achieved.

No extension of time will be allowed to the Contractor for lost time due to his failure to distribute such notices in a timely manner or from suspension of work due to non- compliance. Contractor must document delivery of notices by providing an e-mailed list of locations where notices were delivered including the date and time of completion, by the end of the day of delivery. Contractor must also e-mail a minimum of five clear photos (2-megapixel) showing completion of the delivery and parking restriction signs for each street notified. Contractor must send e-mail to an e-mail address as directed by Engineer.

G. The Contractor is responsible for and must deliver public notification for all phases of the work. The Contractor must submit for approval all notices for content and delivery schedule two weeks prior to actual delivery.

H. Full compensation for conforming to the requirements of this section will be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed.

Specification No. SS-5037-1 SUMMARY
Camarillo Pleasant Valley Road Force Main 01010-6 of 7

1.09 WORK DAYS AND HOURS
A. No work may be performed on Saturday, Sunday, or holidays unless requested to District in writing at least 14 calendar days in advance and approved by the District in writing.. Holidays are anticipated as follows:

Holiday: Date:

New Years Day (January 1)
Martin Luther King Day (3rd Monday in January)
Presidents Day (3rd Monday in February)
Memorial Day (last Monday in May)
Independence Day (July 4th)
Labor Day (1st Monday in September)
Veterans Day (November 11th)
Thanksgiving Day (4th Thursday in November)
Day after Thanksgiving (4th Friday in November)
Christmas Eve (December 24th)
Christmas Day (December 25th)
Note: If a holiday falls on a weekend, a Saturday holiday will be observed on Friday and a Sunday holiday will be on a Monday. If part or all of a 2-day holiday falls on a weekend, the District will determine which 2 weekdays will be holidays.

B. Work shall be executed during all or part of the following time period:

1. Normal daily work hours are from 7:00 a.m. to 5:00 p.m.

2. Work hours are subject to change and the District reserves the right to adjust the working hours at specific locations or on specific systems to facilitate District operations as required by the work and as determined during coordination of the project.

C. Contractor may submit a written request to District for extended work hours for specific portions of work as required for safety and convenience or emergency. District denial of the Contractor’s request for extended work hours does not warrant an extension of the Contract Time.

D. If the Contractor performs any work or has any site presence outside the hours listed in this section, or on weekends or holidays without prior District approval, the District reserves the right to hire a security service to ensure Contractor compliance and associated costs will be the responsibility of the Contractor and will be deducted from Pay Estimates due to the Contractor.

E. Contractor must reimburse District for costs for overtime inspection associated with project work hours. Costs will include hours in excess of 8-hours per workday shift, hours in excess of 40-hours per work week, and weekend and holiday work when specifically authorized.

1.10 RIGHT-OF-WAY
A. Right of Way, easements, or right-of-entry for the Work are included in Appendix F (if applicable).

Specification No. SS-5037-1 SUMMARY
Camarillo Pleasant Valley Road Force Main 01010-7 of 7 B. Attention is directed to Section 2-3 “Right-of-Way” of the Standard Specifications, Section 2.1 and Section 19 “Use of Premises” of the General Conditions/Specifications, and these Special Provisions.

C. The Contractor must verify that the acquisition(s) is completed prior to beginning any work outside the public right of way. All cost for remobilization, downtime, etc., due to delays in obtaining the required rights of way, easements, and rights of entry must be included in the lump sum price bid for the various items of work and no additional compensation will be allowed.

D. The Contractor will not be entitled to the exclusive use of any District street or rights- of-way during the performance of the work under the contract, and the Contractor must conduct operations so as not to interfere unnecessarily with business, traffic, pedestrians, and the authorized work of utility companies or other agencies in the street or rights-of-way. Neither the Specifications nor the Plans may be construed to entitle the Contractor to conduct operations within the rights-of-way which are in violation of any local, county, or state ordinance or regulation restricting interference with water courses and drainage channels. The Contractor must take adequate precaution against obstructing storm water flow within the project limits. The Contractor may not deposit excavated materials, store equipment, or construction materials within the street.

END OF SECTION 01010

Specification No. SS-5037-1 EXISTING CONDITIONS
Camarillo Pleasant Valley Road Force Main 01020-1 of 4 SECTION 01020

EXISTING CONDITIONS

PART 1 - GENERAL

1.01 DESCRIPTION
This section generally includes maintenance, repair, rehabilitation, replacement, restoration, preservation, etc. of existing conditions.

1.02 PROTECTION AND RESTORATIO N OF EXISTING IMPROVEMENTS A. Attention is directed to Part 4 Existing Improvements, Section 400 “Protection and Restoration” of the Standard Specifications and these Special Provisions.

B. Contractor agrees to assume sole and complete responsibility for protection of public and private property in the vicinity of the job site and further agrees to, at Contractor's expense, repair or replace to original condition all existing improvements within or in the vicinity of the job site which are not designated for removal and which are damaged or removed as a result of Contractor's operations.

C. Repair or replacement must be completed within three (3) working days from the date the damage occurred, unless immediate repair or replacement is determined to be necessary by the Engineer. If the Contractor fails to restore existing improvements in a timely manner, within the timeframe specified, the District may complete the work and costs will be deducted from payments due the Contractor.

D. Contractor must coordinate with operations such that damage to newly constructed improvements is avoided. In the event newly constructed improvements, shown on the Contract Documents, interfere with other project work or is necessary for safety or access and must be removed and replaced, the District will only pay for the improvements to be constructed one time. Multiple replacements or work necessary for the convenience of the Contractor will be considered performed at the Contractor’s expense.

E. Existing improvements, visible at the Work or which can be reasonably ascertained by available information to exist, and which interfere with the completion of the Work but which no specific disposition is made on the Plans or Specifications, shall be addressed by the Contractor as follows:

1. Existing improvements which interfere with the completion of the Work shall be removed and replaced, in kind, unless noted otherwise on the approved plans.

The exact location and alignment of the replacement shall be confirmed with the Engineer prior to removal and adjustments to the location to conform to the Work shall be made as necessary.

2. The Engineer may determine that the existing improvements are to be removed and not replaced. Removed improvements shall be properly disposed of by the Contractor.

Specification No. SS-5037-1 EXISTING CONDITIONS
Camarillo Pleasant Valley Road Force Main 01020-2 of 4

3. The area where existing improvements were removed shall be restored to conform with the Work and match the surrounding area. Restoration shall conform to adjacent improvements.

4. All costs for addressing proposed improvements in conjunction with existing improvements shall be included in the bid.

1.03 UTILITY REQUIREMENTS AND POTHOLING
A. GENERAL:

1. Attention is directed to Section 402 “Utilities” of the Standard Specifications (SSPWC), the contract Plans, and these Special Provisions. The Contractor must verify the location, size, and type of all existing utilities prior to construction. Utilities include, but are not limited to; telephone, electricity, gas, fiber-optic cable, cable television lines, traffic signal systems, communication systems, petroleum lines, water, irrigation systems, storm drains and sanitary sewer.

2. When the Plans or Specifications provide for the Contractor to alter, relocate, remove or reconstruct a utility, all costs for such work must be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience are the Contractor’s responsibility and the Contractor must make all arrangements and bear all costs.

3. The Contractor must obtain all necessary permits and notify the utility agencies at least 48 hours in advance of excavating around any of their facilities. It is the responsibility of the Contractor to coordinate all phases of construction with the various utility companies involved.

4. The Contractor must notify Underground Service Alert at 811 at least 48 hours prior to any excavation or construction work. Paint indications for underground utilities must be limited to only those areas to be affected. The Contractor must document USA markings with photographs or video and must provide a copy of the photographs and video to the Engineer. The Contractor must remove any painting marks that remain after the construction is complete as follows:

5. When placing markings on the pavement or other right-of-way areas to indicate the location of underground facilities, Contractors and/or utility companies are required to use a temporary water based marking chalk with a visibility life not to exceed three (3) weeks. Contractor must arrange for markings to be removed as needed. In the event that a Contractor or utility company uses a non-approved marking material, it will be the responsibility of the Contractor to ensure the complete removal of all pavement markings remaining upon completion of the permitted work. If the Contractor fails to properly and completely remove all pavement markings, the District may affect the removal and deduct from payments due or become due the Contractor for both direct and indirect costs as determined by the Engineer.

Specification No. SS-5037-1 EXISTING CONDITIONS
Camarillo Pleasant Valley Road Force Main 01020-3 of 4 B. UTILITY VERIFICATION:

1. The location and existence of utilities shown on the plans are approximate and taken from available records. Not all underground utilities are shown on the Plans. The Contractor must verify the location of existing utilities in coordination with District staff, by potholing or other suitable methods, and must take all precautions to protect them whether shown or not. The exact location and identification of all existing utilities must be determined by the Contractor prior to the start of any work.

2. The Contractor must physically locate, verifying horizontal and vertical locations, and map existing underground facilities within the work area that are marked by Underground Service Alert (USA), shown on the drawings or visible in the field. Contractor must protect all such facilities from damage due to construction activities for the duration of the project. In the event any such unknown facilities or substructures should be disturbed or damaged due to the failure of the Contractor’s exercising reasonable care, the Contractor must at once make necessary emergency repair at no cost to and to the approval of the owner. In the event the utility owner requires its own forces or approved vendors to perform such repairs, Contractor must coordinate and cooperate with the utility to complete the repairs. All costs for repairs, staff time, direct and indirect costs, and any costs billed by the utility must be borne by the Contractor and costs may be deducted from payments due or to become due the Contractor. Contractor is responsible for following all applicable rules and regulations concerning work in the vicinity of underground and/or overhead utilities.

3. All utilities designated on the Plans to be protected in place must be carefully uncovered if located within the lines of excavation and time must be allowed for the Engineer to field check the location of such utilities to make certain that they will not interfere with construction. In the event a utility conflict exists, the District will either arrange for utility owner to relocate the utility or adjust grade and/or alignment of the proposed improvement. Contractor must allow sufficient time for this utility work and must adjust Contractor’s operation to move to other areas to allow the utility relocation work to occur.

4. In the event any such facility should be disturbed or damaged, the Contractor must at once make repairs to the satisfaction of the owner, or arrange with the owner to make repairs, at no cost to the District. Any delays or reconstruction of improvements resulting from the Contractor’s failure to verify utility locations and depths will be made at the Contractor’s expense.

C. UTILITY COMPANY WORK REQUIREMENTS:

1. Where facilities are shown on the Plans, “To be Relocated by Others,” the District will issue the owner a “Notice to Relocate” or by District agreement with owner, require owner to relocate. Contractor must coordinate and schedule work with the various utilities. Contractor must be familiar with the utility company requirements, scheduling the work with adequate time in advance of needing utilities relocated, protected, installed or removed. In the event difficulties delay relocation, which in the judgment of the Engineer cannot reasonably be foreseen, and require a delay in Contractor’s completion date after all reasonable remedies for keeping contract on schedule have been Specification No. SS-5037-1 EXISTING CONDITIONS
Camarillo Pleasant Valley Road Force Main 01020-4 of 4 exhausted by Contractor including, but not limited to flow-charts and critical path scheduling, work simplification, and alternative construction methods, Engineer may allow extra time to the Contractor, but no additional compensation will be allowed.

2. The Contractor must protect facilities shown on the Plans, “To Be Relocated By Others,” in both original and relocated positions and any damage to such facilities must be immediately repaired to the owner’s satisfaction at no cost to the District.

D. PAYMENT:

1. The cost for coordination with the utility companies and district staff, providing work areas for utilities, locating facilities including potholing and measuring and recording utility depth/location in two directions from a known reference, protecting utility facilities in place, and conforming to the requirements of this section will be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed.

1.04 SUBSURFACE CONDITIONS
A. Where investigations of subsurface conditions have been made by the District with respect to subsurface conditions, utilities, foundation, or other structural designs, and that information is shown in the Plans, it represents only a statement by the District as to the character of materials and general location which have actually been encountered by the District’s investigation. This information is only included for the convenience of Bidders. Not all underground utilities are shown on the plans, and the Contractor shall coordinate with District staff to locate, and Contractor shall pothole as required to perform the work without conflicting utilities.

B. Investigations of subsurface conditions are made for the purpose of design only. The District assumes no responsibility with respect to the sufficiency or accuracy of borings or of the log of test borings or other preliminary investigations or of the interpretation thereof. There is no guaranty, either expressed or implied, that the conditions indicated are representative of those existing throughout the Work, or any part of it, or that unanticipated conditions may not occur. When a log of test borings is included in the Plans, it is expressly understood and agreed that such log of test borings does not constitute a part of the Contract. The log of test borings represents only an opinion of the District as to the character of the materials to be encountered, and is included in the Plans only for the convenience of the Bidders. Making information available to Bidders is not to be construed in any way as a waiver of the provisions of the first paragraph of this Section, and Bidders must satisfy themselves through their own investigations as to conditions to be encountered.

PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION 01020

Rev 4/10/2026

Specification No. SS-5037-1 STORMWATER POLLUTION PREVENTION Camarillo Pleasant Valley Road Force Main 01030 - 1 of 7

SECTION 01030

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

703-1 General
A. Contractor shall be required to comply with the State Construction General National Pollutant Discharge Elimination System (NPDES) Permit CAS000002, Order No. 2022-0057-DWQ, as well as the conditions and requirements of the National Pollutant Discharge Elimination System (NPDES) Permit for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles and Ventura Counties Permit No. CAS004004, Order No. R4- 2021-0105 (MS4 Permit).

B. At the time this project enters the construction phase, the City will have obtained coverage under the State Construction General Permit (CGP) as a Risk Level 2 project for the Pleasant Valley Road Bike Lanes project. There is currently a draft Stormwater Pollution Prevention Plan (SWPPP) for the site and the Qualified SWPPP Developer/Practitioner (QSD/QSP) is still to be selected.

Contractor is required to retain the project QSD/QSP to have the necessary inspections performed in conformance with the CGP requirements. Contractor is also responsible for paying the necessary fees and uploading and submitting a Change of Information (COI) to upload the site map for the project into the State’s Stormwater Multi-Application Reporting and Tracking System (SMARTS).

SS-5037-1 construction elements as described below will be required to be inserted into this existing SWPPP and implemented and maintained by Contractor.

703-2 SWPPP

A. The Contractor shall be required to update the following sections of the existing SWPPP for review and approval by the City’s Stormwater Program Manager.

Before start of construction, Contractor shall sign up as a “data submitter” on (SMARTS) to submit a COI to update the sections of the SWPPP below.

Contractor is required to pay all fees associated with the COI. Contact the City of Camarillo Stormwater Program Manager for information on where to obtain the current SWPPP. Once the below submittals are approved by the City, Contractor shall be responsible for updating the SWPPP, and printing a hard copy of the full updated SWPPP, which shall be kept in the designated location onsite.

Contractor shall also provide the City with an electronic copy of the revised SWPPP. The following sections shall be updated/inserted into the SWPPP to reflect pollution prevention controls related to the construction elements of Pleasant Valley Road Sewer Force Main – Phase 1 Project No. SS-5037-1:

1. Project Specific Site Map for SS-5037-1 Construction . Contractor shall submit a project specific site map to insert in the existing SWPPP as well as display a physical site map on site through the course of construction. This map should be on a sheet measuring 24”x36” and map shall contain and identify the Best Management Practices that are identified/described in the existing SWPPP or any additional BMPs that can be found in the California Stormwater BMP Handbooks for Construction or Municipal Activities - www.cabmphandbooks.com. The project specific site map for SS-5037-1 shall include:

Rev 4/10/2026

Specification No. SS-5037-1 STORMWATER POLLUTION PREVENTION Camarillo Pleasant Valley Road Force Main 01030 - 2 of 7

• Project surrounding area (vicinity)
• Site layout
• Construction site boundaries
• Drainage areas
• Discharge locations
• Sampling locations
• Areas of soil disturbance (temporary or permanent)
• Active areas of soil disturbance (cut of fill)
• Location of all runoff BMPs
• Location of all erosion control BMPs
• Location of all sediment control BMPs
• Location of sensitive habitats, watercourses or other features which area not to be disturbed
• Location of all post-construction BMPs
• Location of storage areas for waste, vehicles, service loading/unloading of materials, access (entrance/exits) points to construction site, fueling, and water storage, water transfer for dust control and compaction practices.

2. List of Contractors – Contractor shall update the list of contractors in all applicable areas of the SWPPP to include all contractors and subcontractors related to SS-5037-1.

B. Before start of work, Contractor shall train all employees and subcontractors on the project specific BMPs and site map in the SWPPP and insert proof of training in the SWPPP as well as provide City with written documentation of said training.

C. Contractor is responsible for ensuring t he project is in compliance with the City’s SWPPP, as well as all CGP and MS4 Permit requirements, and will be responsible for addressing any deficiencies or items identified by the City’s QSD/P, City, or State inspection reports.

703-3 CONSTRUCTION

A. The SWPPP and related project specific site map must be kept in the designated location at the construction site and shall be made available upon request by a State or City inspector.

B. The Contractor shall provide continuously at the jobsite all of the tools, equipment, and materials necessary to implement the SWPPP at all times from project initiation through completion. This includes any punchlist or warranty work on the project, as well as addressing items that need attention as identified on the QSD/P, City, or State inspection reports. Upon identifying failures or other shortcomings, as directed by the QSD/P, City or State inspectors, Contractor shall begin implementing repairs or design changes to BMPs within 72 hours of identification and complete the changes as soon as possible. Contractor shall be responsible for stabilizing all disturbed areas of the SS-5037-1 construction site area upon completion of the project.

At a minimum the following requirements should be met as applicable, to the maximum extent practicable, at construction sites regardless of size:

Rev 4/10/2026

Specification No. SS-5037-1 STORMWATER POLLUTION PREVENTION Camarillo Pleasant Valley Road Force Main 01030 - 3 of 7

1. Storm Drain System Protection – At the first order of work, the Contractor shall protect the existing storm drain system from entrance of construction debris and pollutants. Such protection shall include implementing the BMPs as outlined in the SWPPP. Protection shall prohibit the discharge of untreated runoff from temporary or permanent street maintenance/landscape maintenance material and waste storage areas from entering the storm drain system. Sediment that is generated on the project site shall be retained using structural drainage controls. In addition, the protection system shall have a minimum of three features: 1) a particulate filter of geosynthetic material securely fastened in place such that it cannot be bypassed without significant physical damage; 2) a prefilter for the particulate filter; and 3) on-hand materials to close off the inlet or opening in the case of a significant pollution spill. Contractor shall monitor and maintain all storm drain inlet protection devices during rain events to prevent flooding or remove inlet protection devices and accumulated debris prior to rain event in the public right of way only. Contractor shall re-install all inlet protection devices within 24 hours after rain event. All onsite storm drain inlet protection devices shall remain in place and maintained, as necessary. All curb inlet BMP devices shall be fabricated “L” or “Z” shaped reusable type with high flow bypass and have gravel bags at each end and at inlet device overlaps. The gravel bags shall be 8 oz non-woven geotextile fabric with a flow rate of not less than 90 gpm/ ft.

All open trenches shall be covered with appropriate materials at the end of each work day.

2. Material Management & Storage – No construction-related materials, wastes, spills or residues shall be dischar ged from the project site to streets, drainage facilities or adjacent properties by wind or runoff. All materials and/or equipment storage areas where liquid construction materials are placed shall be protected by a physical barrier capable of containing the entire volume of stored liquid materials. During active construction activities, portions of the barrier may be removed for access. However, the barrier materials must be readily accessible for replacement by onsite construction personnel. The barrier must be in place at all times during the absence of Contractor personnel at the storage site. Building materials should be placed on pallets and covered in event of rain. Do not store materials in the street or gutter area.

3. Equipment & Vehicle Maintenance – Non-stormwater runoff from equipment and vehicle washing and any other activity shall be contained at the project site and shall not be allowed to discharge from the project site to streets, drainage facilities or adjacent properties by wind or runoff. The Contractor shall inspect vehicles and equipment on each day of use. Leaks shall be repaired off-site if possible. If necessary to repair on site, the runoff must be contained or the problem vehicle or equipment shall be removed from the project site until repaired. If necessary, drip pans should be placed under the vehicles or equipment while not in use to catch and/or contain drips and leaks.

Rev 4/10/2026
Specification No. SS-5037-1 STORMWATER POLLUTION PREVENTION Camarillo Pleasant Valley Road Force Main 01030 - 4 of 7

4. Soil Erosion Control – Erosion from slopes and channels will be significantly reduced by implementing BMPs, including but not limited to, minimizing grading activities during the wet season, ins pecting graded areas during rain events, planting and maintaining vegetation on slopes or other erosion controls s uch as hydraulic mulch, hydroseeding, soil binders, and straw mulch, or covering slopes susceptible to erosion with geotextiles and mats.

5. Pesticide/Herbicide Application & Landscape Activities – Use fertilizers and pesticides as directed; keep them away from drainage facilities. Follow the standard protocol for routine and nonroutine application of pesticides, herbicides and fertilizers as per the Ventura County Stormwater Management Plan (A copy of the Pesticide Program Protocol can be obtained at the following web site: www.vcstormwater.org). Protec t stockpiles and materials from wind and rain by s toring them under tarps or secured plastic sheeting.

Do not deposit leaves or landscape debris into the street, gutter or storm drain system.

6. Spill Prevention & Cleanup Plan - Contractor shall have a spill prevention plan and spill cleanup materials readily av ailable and addressed in the SWPPP. Spills shall be cleaned up immediately using dry methods if possible. Spill cleanup material shall be properly dispos ed of. Refer to SC-11 Spill Prevention BMP from the California Stormwater BMP Handbook for Municipal Activities. Contrac tor shall keep a record of any spills in the inspection log. In addition, at the end of the project, the Contractor must certify that all c ontaminated materials hav e been properly disposed in accordance with the SWPPP.

7. Asphalt, Concrete, Road Reconstruction, Roadbed or Street Paving, Repaving, Patching, Digouts, or Resurfacing Roadbed Surfaces, & Related Activities – Contractor shall implement the following BMPs:
i. Restrict paving/repaving activity to exclude periods of rainfall or predicted rainfall unless required by emergency conditions.
ii. Install gravel bags and filter fabric at all s usceptible storm drain inlets and at manholes to prevent spills of paving products and tack coat. Filter fabric must be fabricated “L” or “Z” shaped reusable type with high flow bypass.
iii. Prevent the discharge of release agents including soybean oil, other oils, or diesel to the storm drain system or receiving waters. iv. Prevent non-s tormwater runoff from water use for the roller and for evaporative cooling of the asphalt.
v. Clean equipment over absorbent pads, drip pans, plastic sheeting or other material to capture all spillage and dispose of properly. vi. Collect liquid waste in a container, with a secure lid, for transport to a maintenance facility to be reused, recycled or disposed of properly. vii. Collect solid waste by vac uuming or s weeping and securing in an appropriate container for transport to a maintenance facility to be reused, recycled, or disposed of properly.
viii. Cover the cold mix, asphalt, materials (i.e., pre-mixed aggregate and asphalt binder) with protective sheeting during a rainstorm. ix. Cover loads with tarp before haul-off to a storage site, and do not overload trucks.
x. Minimized airborne dust by using water spray during grinding.

Rev 4/10/2026

Specification No. SS-5037-1 STORMWATER POLLUTION PREVENTION Camarillo Pleasant Valley Road Force Main 01030 - 5 of 7

xi. Avoid stockpiling soil, sand, sediment, asphalt material and asphalt grinding material or rubble in or near storm water drainage systems or receiving waters.
xii. Protect stockpiles with a cover or sediment barriers during a rain event.

8. Sidewalk Washing – The following methods should be utilized to prevent discharge of sidewalk cleaning wastewater into the storm drain system:

a. Sweep and remove trash, debris, and free standing oil/grease spills/leaks (use absorbent material if necessary) from all areas to be cleaned before using water.
b. Manually scrape gum from sidewalks and other surfaces. c. Must use high pressure and low volume of water with no additives and at an average usage of 0.006 gallons per square foot of surface area to be rinsed.
d. Use a wet/dry vacuum to collect wash water for disposal. Large volumes of wash water may require the use of a small sump pump to remove wash water from the job site.
e. One or more of the following methods are recommended to prevent pollutants from entering the storm drain system:

1. Sandbags can be used to create a barrier around storm drains. *

2. Rubber mats or plugs can be used to seal drain openings. *

3. Temporary berms or containment pads help keep water on site. *

4. Use berms of sandbags to direct wash water to landscaping. *

5. Use large squeegees to accumulate sheet flow for collection. *Remember to remove plugs, berms, and sandbags or you may be liable for possible flooding.
f. Wash water that may contain hazardous waste such as oil-saturated absorbents, water with lead or other heavy metals from oxidized paint, and solvent cleaners requires special treatment and must be disposed of through a hazardous waste facility.

9. Employee BMP Training – Contractor shall train employees and subcontractors on BMP implementation, general good housekeeping, and proper spill containment and cleanup. Before start of work, Contractor shall provide City with written documentation of training and keep all documentation in the SWPPP.

10. Dewatering – Avoid dewatering discharges where possible by using the water for dust control, infiltration, etc. If necessary to dewater, Contractor shall obtain a permit from the Los Angeles Regional Water Quality Control Board. Contractor shall be responsible for all costs related to implementing the dewatering permit. For further instruction refer to the California Construction Handbook – BMP NS-2.

Rev 4/10/2026

Specification No. SS-5037-1 STORMWATER POLLUTION PREVENTION Camarillo Pleasant Valley Road Force Main 01030 - 6 of 7

11. Removal of Accumulated Rainwater – The contractor shall follow all requirements of the MS4 Permit and CGP Permit for removal of accumulated rainwater, as well as the City of Camarillo Guidelines for Removal of Rainwater that has accumulated on the job site. Contractor must first filter the rainwater into a water truck for use in dust control or irrigation. Then, if it is necessary to remove rainwater from the site to the street, gutter or storm drainage system, contractor must adhere to the requirements of the MS4 Permit and CGP to discharge to drainage facilities.

12. Inspections/BMP Repair/Modification – Contractor’s QSD and QSP must inspect the site in accordance with the requirements of the CGP. Inspections cannot be performed by a delegate. Contractor shall implement repairs or begin design changes to BMPs within 72 hours of identification and complete the changes as soon as possible. All inspections shall be documented on the required form in the SWPPP and hard copies of the inspection report are to be placed onsite at the end of week. Electronic copies to be provided to the City upon request and all inspection reports must be provided to the City at the end of the project.

13. Housekeeping – Use a broom rather than a hose to cleanup landscape debris, dirt, and construction debris and keep them out of the street and gutter. Contain trash & landscape debris, do not blow them into the street or offsite. Keep containers covered, especially when it is raining. Fix and clean up any equipment leaks and spills. Place drip pans under heavy equipment when they are not in use. Locate portable toilets away from storm drains and waterways. Use secondary containment, and secure them in high wind events to prevent overturning. Cover stockpiles and protect prior to onset of rain. Store materials preferably indoors; but if outside, cover and store them on pallets with secondary containment. Have a spill cleanup plan and clean up spills immediately. For hazardous materials, follow cleanup instructions on package. Use absorbent material such as kitty litter to contain spills. Do not clean paint brushes and construction tools in the storm drain, gutter or street.

Make certain to properly dispose of excess paints as well as other hazardous wastes properly.

C. Project Completion - Contractor shall be responsible for removal of all BMPs and stabilizing all disturbed areas of the MC-2023-5 construction site upon completion of the project.

703-3 PAYMENT

A. The contractor shall be paid for work of preparing, implementing, inspecting, maintaining, and removing the SWPPP and other CGP required documents on a lump sum basis as enumerated in the Bid Schedule for the “Stormwater Pollution Prevention Program”. In addition, failure to perform and document the required weekly inspections shall result in a daily penalty of $500/calendar day. The CGP has specific requirements for inspections and reporting. If the Contractor fails to perform these requirements, then the City may assess the daily penalty that may be deducted from payments due or to become due the Contractor. The imposition of the penalty shall not relieve the Contractor of any obligations of these project requirements.

Rev 4/10/2026

Specification No. SS-5037-1 STORMWATER POLLUTION PREVENTION Camarillo Pleasant Valley Road Force Main 01030 - 7 of 7

B. Payment for the work involved under the bid item for the Stormwater Pollution Prevention Program may be made on a partial payment system based on the completion of the following stages of work:

Work Description Payment
Develop Site Specific Site Plan & update SWPPP 10% of Bid Price Initial Plan Implementation 10% of Bid Price
Removal of BMPs at Completion 10% of Bid Price
Inspection & Maintenance of SWPPP 70% of Bid Price

C. Payment for the SWPPP shall include all the labor, materials, equipment, and incidentals for preparing, maintaining, and updating a SWPPP as per the site specific BMPs and complying with a ll provisions including maintenance and updating of BMPs throughout construction, as specified herein.

D. Fines from regulatory agencies levied against the City because of the Contractor’s actions or inactions shall be the responsibility of the Contractor and may be deducted from payments due or to become due the Contractor.

Specification No. SS-5037-1 ADMINISTRATIVE REQUIREMENTS Camarillo Pleasant Valley Road Force Main 01040-1 of 5 SECTION 01040

ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.01 DESCRIPTION
This section generally includes administrative and procedural requirements for the management and coordination of the Work, subcontractors, and other contractors and owners.

1.02 PRE-CONSTRUCTION JOB SITE VIDEO
A. A minimum of one week prior to start of construction, the Contractor shall video all areas where construction is to take place. Such videos (DVD or other approved media) must be provided to the Engineer before construction commences. These videos will serve as a record of the existing conditions for disputes arising from restoration and should therefore be taken along the line of construction and site access and staging areas at sufficient detail as necessary to clearly depict details of existing conditions.

1. Video must document existing conditions, roadway, facilities, chemical systems, District property, and all painted curb markings in the project area.

The Contractor must also video any unusual conditions encountered during construction that are not already a matter of photographic record.

2. The videos must be on standard flash drives viewable on a computer, taken in high quality color video 1080p HD (1920x1080p) minimum in MP4, AVCHD, MOV or h.264 format. All videos will become the property of the District.

3. All videos must be indexed and catalogued in such a manner that each photographed area is readily identifiable and must also indicate the date and time on which the video was made.

4. In the event damage to existing improvements occurs, the video will be available as a resource to determine existing conditions. In any areas where existing conditions cannot be determined by means of videos, the area must be restored as approved by the Engineer at Contractor’s expense.

1.03 PRE-CONSTRUCTION CONFERENCE
A. A pre-construction meeting will be conducted prior to commencement of construction at a time and place designated by the Engineer. Those attending the meeting must include, but not be limited to, the Contractor and superintendent who will be supervising the work for the duration of the project, the Owner, Design Engineer, Construction Manager, Engineer, and representatives of affected utility companies.

B. Pre-construction conference will not be scheduled until the following has been submitted:

1. Construction Schedule

2. Project Phasing Plan
Specification No. SS-5037-1 ADMINISTRATIVE REQUIREMENTS Camarillo Pleasant Valley Road Force Main 01040-2 of 5

3. Stormwater Pollution Prevention Plan (SWPPP)

4. Engineer receives any submittals related to first items of work, and major components required have been procured and are in possession of the Contractor.

C. Engineer will record minutes of meeting and distribute copies to participants and interested parties.

D. Agenda shall include, but not be limited to, the following:

1. Adequacy of distribution of Contract Documents.

2. Distribution and discussion of list of major subcontractors and suppliers.

3. Proposed progress schedules and critical construction sequencing.

4. Major equipment deliveries and priorities.

5. Project coordination.

6. Designation of responsible personnel.

7. Procedures and processing of:
i. Field decisions.
ii. Proposal requests.
iii. Submittals.
iv. Change Orders.
v. Request for Information/Interpretations.
vi. Applications for Payment.
vii. Record Documents.

8. Use of premises:
i. Office, construction, and storage areas.
ii. District's requirements.

9. Construction facilities, controls, and construction aids.

10. Temporary utilities.

11. Safety and first aid procedures.

12. Security procedures.

13. Housekeeping procedures.

Specification No. SS-5037-1 ADMINISTRATIVE REQUIREMENTS Camarillo Pleasant Valley Road Force Main 01040-3 of 5

1.04 PROJECT SCHEDULE AND MEETINGS
A. Schedule Updates:

1. By Tuesday of each week, the Contractor must prepare and submit a detailed schedule of the work projected for the next two weeks on a daily basis. The Contractor must make revisions as required by the Engineer.

B. Weekly Project Status Meeting

1. The Contractor will schedule, prepare for, make arrangements for, and provide materials for the meeting.

2. Must be attended by the District, Operator, Contractor, Contractor’s Project Manager, superintendent, quality control manager, project scheduler, major subcontractors, and suppliers (as required).

3. The meeting will have duration of approximately one hour and will be held on the day, time, and location determined by the District.

4. The purpose of this meeting will be to discuss interfacing work, scheduling, problems, issues, and the like. If not previously submitted, the Contractor must submit the following to the Engineer at the beginning of the meeting:
i. Daily manpower and equipment utilization for the preceding week ii. Projected work for the next two weeks on a daily basis.

2. Agenda shall include, but not be limited to, the following:
i. Review minutes of previous meeting/minutes.
ii. Safety and security.
iii. Construction schedule summary.
iv. Review of 6 week look-ahead schedule.
v. Review of off-site fabrication and delivery schedules. vi. Review of submittals schedule and status of submittals. vii. Request for information (RFIs) status.
viii. MOPs/shutdown coordination.
ix. Change order management status.
x. Maintenance of quality standards (QA/QC).
xi. Field observations, problems, and conflicts.
xii. Commissioning and process start-up.

Specification No. SS-5037-1 ADMINISTRATIVE REQUIREMENTS Camarillo Pleasant Valley Road Force Main 01040-4 of 5 xiii. General Items.
xiv. Action items.
xv. Next meeting.

B. The Contractor must attend all miscellaneous meetings as requested by the Engineer.

1.05 CONSTRUCTION SCHEDULE
C. Attention is directed to Section 6-1.1 “Construction Schedule” of the Standard Specifications, Section 6.1 “Proposed Construction Schedule” of the General Conditions/Specifications and these Special Provisions.

D. The Contractor must update the Construction Schedule as specified in the Standard Specifications, the General Conditions/Specifications, or when directed by the Engineer. Preparation and updating of the Construction Schedule must be performed at Contractor's sole expense.

E. Failure by the Contractor to submit updated or revised Construction Schedules when required may prevent acceptance of progress payment requests by the Engineer until such updated or revised Construction Schedules have been submitted for review and have been accepted by the Engineer.

F. The Construction Schedule must include obtaining all necessary materials and equipment and must reflect completing all work within the specified time in accordance with these Specifications. Contractor must show completion of the project completely filling the Contract time and may not show early completion. In the event the Contractor requests early completion, Contractor must execute a no-cost Contract Change Order that reduces the number of Working Days allowed for completion to conform with such intended completion date.

G. Contractor must include in the schedule detailed information for each operation. When the project includes multiple areas or job sites, Contractor must include detailed information for each site. When notifications, parking restrictions, shutdowns, or District support are required, such dates must be included in the schedule.

H. Contractor must provide critical path schedules in legible hardcopy format and must also submit schedules with each update in electronic format compatible with MS Project or Primavera, as directed by the Engineer.

I. Full compensation for the required construction schedules and conforming to the requirements of this section will be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed.

1.06 DAILY REPORT
A. The Contractor must complete a Daily Report indicating manpower, major equipment used and on standby (itemized separately), subcontractors, materials used and similar items involved in the performance of the Work. The Daily Report must be completed on forms prepared by the Contractor and acceptable to the Engineer, and must be submitted to the Engineer prior to construction on the subsequent workday.

Specification No. SS-5037-1 ADMINISTRATIVE REQUIREMENTS Camarillo Pleasant Valley Road Force Main 01040-5 of 5 B. Contractor must supply daily reports to the inspector at the start of work on a daily basis. If the Contractor fails to provide daily reports for 2 or more working days during the scheduled work week, then a Stop Work Notice will be issued and progress payments will not be processed until all paperwork is current. Contract period will continue to be in force while the Stop Work Notice is in effect.

1.07 COORDINATION WITH CONCURRENT PROJECTS
A. Several projects may be ongoing within the limits of the work during the Contract period including the Pleasant Valley Road Bike Lanes Project. The Contractor is required to coordinate the work with other contractors and District staff such that all projects and operations can be diligently pursued to their timely completion.

Interfacing work must be shown on the project schedule, and the Contractor will be responsible for meeting that schedule. Contractor must include time for others to perform work within the Work Area and this must be reflected in the Project Schedule.

Delays due to interfacing with concurrent projects are considered avoidable and no compensation will be made therefore such delays. Contractor must include in the bid all costs for coordination, scheduling, meetings, staging and the like that result from interfacing with concurrent work.

B. Contractor is responsible for obtaining contract documents including plans and specifications and thoroughly understanding the requirements of and Work called for in the contract documents for the concurrent projects. The Contractor must include in the bid all costs for Work called for or indicated in Contract Documents for this project even though shown in the contract documents prepared for concurrent projects.

C. Concurrent projects include but are not limited to the following:

1. ST-5006 PLEASANT VALLEY ROAD BIKE LANES PROJECT

PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION 01040

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-1 of 16 SECTION 01200

MEASUREMENT AND PAYMENT
PART 1 - GENERAL

1.01 MEASUREMENT – GENERAL
A. Measurement will be in accordance with Standard Specification unless otherwise specified.

Bid Item List Abbreviations
Abbreviation Meaning
CF cubic foot
CY cubic yard
EA each
(F) final pay item
GAL gallon
HR hou r
LB pound
LF linear foot
LS lump sum
SF square foot
SY square yard
TN 2,000 pounds
B. When an item of work is designated as (F) in the bid schedule, then the item shall be a final pay item for payment purposes only. For a final pay item, payment shall be based on the quantity shown in the bid schedule for that item, regardless of the actual quantity used, unless the item quantity is changed by the Engineer.

C. Work under this contract will be paid on a lump-sum basis as outlined on the Bid Schedule for the quantity of work installed. The lump-sum prices include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to complete the work included in the contract documents.

D. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service.

E. The bids for the work are intended to establish a total cost for the work in its entirety.

Should the Contractor feel that the cost for the work has not been established by specific items in the Bid Schedule, include the cost for that work in some related bid item so that the Proposal for the project reflects the total cost for completing the work in its entirety.

1.02 LUMP SUM BID ITEMS
The Contractor must submit a detailed Schedule of Values breakdown for all lump sum bid items. The breakdown of items must be submitted to the Engineer for approval and the level of detail will be as determined appropriate by the Engineer. The Schedule of Values must be submitted to the Engineer prior to the first progress payment request Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-2 of 16 and the progress payment will not be reviewed without approved Schedule of Values for all Lump Sum bid items. The Schedule of Values will be used as a basis for determining appropriate monthly progress payment amounts for lump sum bid items.

The Schedule of Values must equal, in total, the lump sum bid item cost and be in such form and sufficiently detailed to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum.

1.03 WORK NOT LISTED IN THE SCHEDULE OF WORK ITEMS
A. The General Provisions and items in the Special Provisions, general requirements, and specifications which are not listed in the schedule of work items of the Bid Schedule are, in general, applicable to more than one listed work item, and no separate work item is provided therefor. Include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the Bid Schedule.

B. The bids for the work are intended to establish a total cost for the work in its entirety.

Should the Contractor feel that the cost for the work has not been established by specific items in the Bid Schedule, include the cost for that work in some related bid item so that the Proposal for the project reflects the total cost for completing the work in its entirety.

C. Work called for on the Plans or required by the Contract Documents, but for which no bid item exists is considered included in the prices paid for the various items of work and no separate payment will be made.

1.04 CHANGES IN WORK
A. Attention is directed to Section 2-6 “Changes Requested by the Contractor,” Section 2-7 “Changes Initiated by the Agency,” and Section 2-8 “Extra Work” of the Standard Specifications and these Special Provisions.

B. The District will issue a Contract Change Order (CCO) if a change to the Total Contract Price or Contract Time is necessary. The Contractor will not be entitled to any adjustments in either Contract Time or Total Contract Price for changes performed without written direction from the District. Adjustments in Contract Time or Total Contract Price for changes performed will not be made until a Contract Change Order is approved. The labor rates paid for time and material work will not be higher than the applicable prevailing wage rate for the worker classifications required for the work.

The Contractor shall prepare a time impact justification for consideration for any adjustments in Contract Time. The time impact justification accepted by the District will be used to adjust the Contract Time in the CCO.

C. If the Contractor requests an extension of time as a part of a contract change order, Contractor must provide a revised construction schedule and written justification for the extension of time, at the time of Contractor’s request for the change order. The justification must include an analysis for the time requested, showing how the change affects the critical path/controlling item of work and must be provided to the Engineer in editable electronic format compatible with MS Project, in addition to a legible hardcopy.

D. The sections that follow replace sections of like number in the Standard Specifications for Public Works Construction (SSPWC).

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-3 of 16

3-2.2.2 Increases of More Than 25 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 25 percent, payment for the quantity in excess of 125 percent of the Bid quantity will be made on the basis of a decrease in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or in the event mutual agreement cannot be reached, on the basis of Extra Work per 2-8 or at the Contract Unit Price at the Agency’s option.

The Extra Work per 2-8, basis of payment, does not include fixed costs. Fixed costs will be deemed to have been recovered by the Contractor through payment for 125% of the Bid quantity at the Contract Unit Price.

3-2.2.3 Decreases of More Than 25 Percent. The District, at its sole discretion, may decrease the quantities of the items of work to be completed under this contract. In such an event, payment will be made based upon the decrease in quantity at the Contract Unit Price, except for Major Bid Items as described below.

A Major Bid Item is defined as a single Contract item constituting 10% or more of the original Contract Price. In the case of a decrease in a Major Bid Item, the following will apply:

Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 75 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per 2-8; however in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 75 percent of the Bid quantity at the Contract Unit Price.

1.05 EXTRA WORK
A. Subsection 7-4.2.1, Labor rates used for Extra Work shall be at applicable prevailing wage rates plus allowable markups per this section.

B. Subsection 7-4.3, “Markup” of the Standard Specifications (SSPWC) is deleted in its entirety and replaced by the following:

3-3.2.3 Markup.
a) Work by Contractor. When extra work is to be paid for on a force account basis, use the CALTRANS Equipment Rental Rate Book for equipment rental rates. The following percentages will be added to the Contractor’s costs and will constitute the markup for all overhead and profits:
i. Labor………………………………….35
ii. Materials……………………………...15
iii. Equipment Rentals…………………..15

The markup percentages above will reimburse the Contractor for all additional costs, Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-4 of 16 and no other additional payment will be made by reason of performance of the extra work.

b) Work by Subcontractor. When extra work to be paid for on a force account or lump sum basis is performed by a subcontractor, the markup established above in 7-4.3 “Work by Contractor” will be applied to the subcontractor’s actual cost of such work.

An additional markup of ten (10) percent of the subcontracted portion of the extra work may be added by the Contractor. The markup will constitute the markup for all overhead and profit for the Contractor on extra work done by the subcontractor, and no other additional payment will be made.

c) Equipment Rental rates will be determined using CALTRANS Labor Surcharge and Equipment Rental Rates in effect at the time the work is performed.

d) The labor rates paid by the District for (time and material) Force Account work will be at the applicable prevailing wage rate for the worker classifications required for the work plus applicable mark-ups described in this section.

1.06 DESCRIPTION OF BID ITEMS
A. Bid Item No. 1 – Mobilization and Demobilization:

1. Measurement:
i. Mobilization, as required by the Contract Documents is limited to no more than the amount in the Bid Schedule under Bid Item No. 1 – Mobilization. Amount shall not exceed five percent (5%) of the Total Bid Amount.
ii. Mobilization shall include all labor, materials, and equipment as required for the following items, where applicable, and shall include requirements included in Specification Section 01505:
a. Furnishing required performance bond, Labor and Materials Bond and payment bond.
b. Furnishing required insurance and associated documentation. c. Preparing and obtaining Engineer’s approval of Shop
Drawings required in Section 01 14 19 - Use of Site.
d. Preparing and obtaining Engineer’s acceptance of schedules, including Progress Schedule, Schedule of Submittals, and a detailed Schedule of Values.
e. Preconstruction conference(s) and weekly progress meetings required by the Contract Documents.
f. Preconstruction photographic documentation.
g. Establishing Contractor’s Site-specific health and safety plan, preconstruction activities needed to start implementing Contractor’s safety programs, and verifying status of training Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-5 of 16 of construction workers and personnel and condition
of construction equipment, machinery, and tools.
h. Submitting acceptable emergency contact information
i. Obtaining required permits needed to start the Work. j. Initial establishment of temporary utilities and temporary facilities and their removal at project completion.
k. Establishing Contractor’s field office and sheds, Contractor’s storage areas, staging and laydown areas, and other areas necessary to perform the Work.
l. Initial establishment of construction vehicular access to the Site, parking needed for construction, and offsite haul routes. m. Establishing construction equipment, machinery, and tools at the Site
n. Providing initial temporary controls.
o. Temporary security needed to start Work at the Site. p. Other mobilization acceptable to Engineer.
q. Subcontractor insurance and bonds.

iii. Demobilization Work paid under this item will include:
a. Removal from the Site and adjacent areas of excess materials and equipment.
b. Removal of temporary controls, temporary facilities, temporary barriers, and similar materials and equipment.
c. Removal of temporary access roads and parking areas not part of permanent pavement or otherwise allowed to remain by Owner, including temporary traffic controls established for construction vehicles and equipment.
d. Removal of all field office and sheds, storage areas, staging and laydown areas, and other areas needed to perform the Work and restoration of all such areas.
e. Removal from the Site of all construction equipment, machinery, tools, Contractor’s containers, temporary fuel storage tanks, and similar items.
f. Closeout of permits on which Contractor is a permittee or co- permittee.
g. Final cleaning.
h. Furnishing required closeout documents, including but not limited to:
• As-Built Drawings.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-6 of 16 • Compliance Monitoring Reports.
• Project Close Out Reports.
• Completion of all punch list items.

i. Other costs and effort by Contractor for demobilization.

2. Payment:
i. Furnish data and documentation to substantiate the amounts claimed under this Bid Schedule item. Payment as required by the Contract Documents shall be at the percentage lump sum of completed Work on this Bid Schedule item and shall include all labor, tools, materials, and equipment to construct the facilities and provisions complete and in place.

B. Bid Item No. 2 – Traffic Control, Striping, and Signage:

1. Measurement:
i. Furnish all labor, materials, equipment, and services necessary to prepare a Traffic Control Plan to be reviewed and approved by the Transportation Engineer of the governing agency and perform traffic control as required in the approved Traffic Control Plan. ii. Item includes (all in accordance with the Contract Documents):
a. Providing temporary and permanent pavement
markings. When not addressed in the Contract Documents, replacement pavement markings on new (replacement)
pavement shall be equal in color, location, type, and size to preconstruction pavement markings. Maintain temporary
marking until pavement is complete and ready for permanent marking.
b. Procuring and installing all temporary roadway signage, barricades, delineators, flashing arrow boards, portable concrete barriers, k-rails, portable changeable message sign boards, flaggers with radio communication, and all other costs and effort by Contractor for traffic control.
c. All equipment, labor, and materials required to replace existing signage removed or damaged during construction.
d. All equipment, labor, and materials required to re-stripe and provide new striping in existing roadways affected by
construction.
e. Other costs and effort by Contractor for roadway striping and signage.
f. Includes Contractor costs for development of traffic control plans, if required due to Contractor’s staging plan changes outside the scope of traffic control plans provided in the bid documents.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-7 of 16

2. Payment:
i. Furnish data and documentation to substantiate the amounts claimed under this Bid Schedule item. Payment as required by the Contract Documents shall be at the percentage lump sum of completed Work on this Bid Schedule item and shall include all labor, tools, materials, and equipment to construct the facilities and provisions complete and in place.

C. Bid Item No. 3 – Furnish and Install Sheeting, Shoring, and Bracing:

1. Measurement:

i. Furnish all labor, materials, equipment, and services necessary for the construction of sheeting, shoring, and bracing indicated in the Contract Documents for trench excavation.
ii. Provide a shoring system design and plan prepared by a California Civil or Structural Engineer that will need to be reviewed and deemed acceptable by the District prior to installation.

iii. Procure, install and maintain the shoring system during the performance of the work.

iv. Remove the shoring system.

v. Restore surface and subsurface conditions in kind.

2. Payment:
i. Payment as required by the Contract Documents shall be at the percentage lump sum completed Work on this Bid Schedule item and shall include all labor, tools, materials, and equipment to construct the facilities and provisions complete and in place.

D. Bid Item No. 4 – Stormwater Pollution Prevention Plan (SWPPP):

1. Measurement:

i. Refer to Specification Section 01030 for the requirements of preparing a Stormwater Pollution Prevention Plan.

ii. Prepare a Stormwater Pollution Prevention Plan by the Contractor’s Qualified SWPPP Developer and Implement per the Contractor’s Qualified SWPPP Practitioner.

iii. Provide all Labor, equipment and materials to prepare, submit, secure approval for the project SWPPP.

iv. Install, maintain, and remove all Best Management Practices after project completion, as determined by the Owner.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-8 of 16 v. Provide sampling and reporting (as required per the SWPPP).

2. Payment:

i. Payments will be made upon completion of each task provided in the Contractor’s detailed schedule of values. Monthly Payments will be made on a prorated basis of the cost of this item extended out over the course of the approved baseline construction schedule.

E. Bid Item No. 5 – Furnish and Install 26” High Density Polyethylene Pipe, DR 21, and Appurtenances:

1. Measurement:

i. Furnish all labor, materials, equipment, and services necessary for installation of HDPE pipe indicated in the Contract Documents.

ii. Sawcutting, removing and disposing of pavements

iii. Removing internal weld beads

iv. Submitting computer generated fusing reports and responding to review comments until approved.

v. Locating and protecting existing Underground Facilities.

vi. Excavation to the limits shown on the Drawings, including all subsurface material not covered under other bid/pay items; stockpiling and handling of materials; proper disposal of excess excavated materials; and support of excavations.

vii. Preparation of excavation or trench for piping installation.

viii. Procuring and placing trench plates.

ix. Providing pipe of the size, material, wall thickness or class, and joint type indicated; tees for air and vacuum and blow off valves, connections to existing piping and facilities shown (including providing appropriate couplings); and specified source quality control.

x. Fusing pipe and providing fusing reports on a daily basis to the Construction Manager and Engineer.

xi. Procure utility detection tape, tracer wire, and all required equipment and materials for utility detection.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-9 of 16 xii. Performing specified field quality control. When not expressly indicated otherwise in the Contract Documents, at minimum, required field quality control shall include successfully completing the following:
a. Verification of alignment and elevation by licensed land surveyor and submittal of grade sheets to Construction
Manager and Engineer.
b. Visual observation prior to backfilling.

xiii. Preparation for material installation, including:
a. Verifying lines and grades for paving.
b. Providing squared-off, clean saw cut edges for connections to existing pavement.
c. Providing asphaltic emulsion tack coat where new asphalt concrete will contact existing pavement and structures.

xiv. Perform pressure testing as specified in the Contract Documents on the force main pipeline.

xv. Providing asphalt concrete surface, base course and aggregate base of the material and mix indicated within the pay limits shown or indicated, including installing for proper storm water drainage, without ponding on the finished pavement surface. Provide smooth transition to existing pavement.

xvi. Compacting installed asphalt concrete.

xvii. Protecting during curing, until new pavement is ready to bear traffic.

xviii. Milling and replacing asphalt concrete pavement, using materials shown and indicated, for areas of preconstruction asphalt concrete pavement, outside of the Contract’s pay limits, disturbed, damaged, or destroyed by Contractor.

xix. Providing specified bedding material to not less than the limits shown on the Drawings or indicated in the Contract Documents.

xx. Providing and backfilling with compacted aggregate base material in excavations in paved areas and other areas subject to vehicular traffic.

xxi. Backfilling with compacted aggregate base material in excavations not in pavement or other area subject to vehicular traffic, unless shown otherwise.

xxii. Backfilling with 2-sack slurry between pipe springlines per limits shown on the Drawings.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-10 of 16 xxiii. Compaction and testing of subgrade and backfill.

xxiv. Providing specified pipeline identification materials and devices; including, tracer wire, box, ground rod, and detection tape.

xxv. Restoration of pavements, sidewalks, curbs, paved gutters, cross gutters, and damaged landscaped areas.

xxvi. Other Work necessary, shown, and indicated for providing the force main pipeline, in place, and complete, not included under other bid/pay items.

xxvii. Not included in this bid/pay item:
a. Other equipment.
b. Work expressly included under other bid/pay items.

2. Payment:
i. Unit cost for this item will be full compensation for all equipment, material, and labor required to furnish and install 26” High Density Polyethylene Pipe, DR 21, and Appurtenances, with all related Work performed under this item, complete in accordance with the Contract Documents, and not specifically included under other bid/pay items or contracts
F. Bid Item No. 6 – Furnish and Install 24” Ductile Iron Pipe, Class 200, and Appurtenances:

1. Measurement:

i. Furnish all labor, materials, equipment, and services necessary for installation of Ductile Iron Pipe indicated in the Contract Documents.

ii. Sawcutting, removing and disposing of pavements.

iii. Locating and protecting existing Underground Facilities.

iv. Excavation to the limits shown on the Drawings, including all subsurface material not covered under other bid/pay items; stockpiling and handling of materials; proper disposal of excess excavated materials; and support of excavations.

v. Preparation of excavation or trench for piping installation.

vi. Procuring and placing trench plates.

vii. Providing pipe of the size, material, wall thickness or class, and joint type indicated; tees for air and vacuum and blow off valves, connections to existing piping and facilities shown (including providing appropriate couplings); and specified source quality control.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-11 of 16 viii. Procure utility detection tape, tracer wire, and all required equipment and materials for utility detection.

ix. Performing specified field quality control. When not expressly indicated otherwise in the Contract Documents, at minimum, required field quality control shall include successfully completing the following:
a. Verification of alignment and elevation by licensed land surveyor and submittal of grade sheets to Construction
Manager and Engineer.
b. Visual observation prior to backfilling.

x. Preparation for material installation, including:
a. Verifying lines and grades for paving.
b. Providing squared-off, clean saw cut edges for connections to existing pavement.
c. Providing asphaltic emulsion tack coat where new asphalt concrete will contact existing pavement and structures.

xi. Perform pressure testing as specified in the Contract Documents on the force main pipeline.

xii. Providing asphalt concrete surface and base course of the material and mix indicated within the pay limits shown or indicated, including installing for proper storm water drainage, without ponding on the finished pavement surface. Provide smooth transition to existing pavement.

xiii. Compacting installed asphalt concrete.

xiv. Protecting during curing, until new pavement is ready to bear traffic.

xv. Milling and replacing asphalt concrete pavement, using materials shown and indicated, for areas of preconstruction asphalt concrete pavement, outside of the Contract’s pay limits, disturbed, damaged, or destroyed by Contractor

xvi. Providing specified bedding material to not less than the limits shown on the Drawings or indicated in the Contract Documents.

xvii. Providing and backfilling with compacted aggregate base material in excavations in paved areas and other areas subject to vehicular traffic.

xviii. Backfilling with compacted aggregate base material in those excavations not in pavement or other area subject to vehicular traffic, unless shown otherwise.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-12 of 16 xix. Compaction and testing of subgrade and backfill.

xx. Providing specified pipeline identification materials and devices; including, tracer wire, box, ground rod, and detection tape.

xxi. Restoration of pavements, sidewalks, curbs, paved gutters, cross gutters, and damaged landscaped areas.

xxii. Other Work necessary, shown, and indicated for providing the force main pipeline, in place, and complete, not included under other bid/pay items.

xxiii. Not included in this bid/pay item:
a. other equipment.
b. Work expressly included under other bid/pay items.

2. Payment:
i. Unit cost for this item will be full compensation for all equipment, material, and labor required to furnish and install 24” Ductile Iron Pipe, Class 200, and Appurtenances, with all related Work
performed under this item, complete in accordance with the Contract Documents, and not specifically included under other bid/pay items or contracts.

G. Bid Item No. 7 – Remove and Dispose of Existing 20-Inch Steel Sewer Force Main:

1. Measurement:

i. Item Includes (all in accordance with the Contract Documents) all labor, equipment, and materials for removal of the 20-Inch Steel Sewer Force Main per Contract Document requirements. The bid item will include all costs to remove the existing 20-inch steel sewer force main, including but not limited to the following:

a. Sawcut, removal and legal disposal of existing asphalt concrete pavement and haul off and legal disposal of excess spoils.

b. Excavation of trench to safely remove the steel sewer force main

c. Removal of any debris in the footprint of the 20-inch steel sewer force main.

d. Removal and haul off of the existing steel sewer force main, including hauling to a landfill legally authorized to take such waste, providing manifest tickets to the City, and any dump fees and taxes associated with the legal removal and disposal of the pipeline.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-13 of 16 e. Excavation and Backfill of any trench that is outside the limits of the 26-inch HDPE DR21 sewer force main and the installation of said force main.

2. Payment:
i. Unit cost for this item will be full compensation for all equipment, material, and labor required to Remove and Dispose of Existing 20-Inch Steel Sewer Force Main with all related Work performed under this item, complete in accordance with the Contract Documents, and not specifically included under other bid/pay items or contracts.

H. Bid Item No. 8 – Pipeline Pressure Test:

1. Measurement:

i. Measurement for this item will be for completing the pipeline pressure test for the 26” HDPE DR21 pipeline, 24-Inch Ductile Iron Pipe (Pressure Class 200) pipelines and laterals for blow off valve and air and vacuum valve piping, identified by the Owner’s onsite representative.

ii. Item Includes (all in accordance with the Contract Documents) all labor, equipment, and materials to:

a. Successfully pressure test the entire pipeline.

b. Providing water, meters, piping and valves to fill the pipeline using potable water.

c. Submit the successful pressure test results for approval.

2. Payment:
i. Unit cost for this item will be full compensation for all equipment, material, and labor required to furnish and install Pipeline Pressure Test, with all related Work performed under this item, complete in accordance with the Contract Documents, and not specifically included under other bid/pay items or contracts.

I. Bid Item No. 9 – 24-Inch Buried Plug Valve

1. Measurement:

i. Measurement for this item will be for procuring and installing the 24- inch plug valve per the plans and specifications.

ii. Item Includes (all in accordance with the Contract Documents) all labor, equipment, and materials to:

a. Procure the plug valve, actuator, valve riser and valve box.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-14 of 16 b. Provide all labor, equipment and materials to furnish a fully functioning plug valve per the plans and specifications.

c. Provide submittals and Owners Manuals, until approved.

d. Provide one spare operator to City

2. Payment:
i. Payment as required by the Contract Documents shall be at the percentage lump sum completed Work on this Bid Schedule Item and shall include all labor, tools, materials, and equipment to construct the facilities and provisions complete and in place.

J. Bid Item No. 10 – Potholing Utilities for Pipeline Construction:

1. Measurement:
i. Item includes (all in accordance with the Contract Documents) all labor, equipment, and materials for:
a. Locating utilities with potholes as indicated on the Contract Documents.

b. Contacting USA alert for required excavations along the pipeline.

c. Providing compacted backfill for potholes, per City standard including hot mix asphalt.

d. Submitting all potholes showing plan location relative to proposed pipelines and depth to cover of existing parallel and crossing pipelines measured from existing finish surface. Data to be neatly compiled into a legible report. Potholes shall be:
• Sequentially numbered
• Show adjacent pipeline stationing and sheet number
• Offset distance from proposed sewer force main (feet and inches)
• Depth to top of potholed utility as measured from
existing finish surface
• Diameter of existing pipeline potholed
• Existing material of the utility that was potholed
• Any other information such as joint location found, other crossing utilities in the vicinity of the pothole

ii. Photographic documentation. Number photos according to pothole number with an extension such as PH-1.and include a title of the found utility.

Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-15 of 16

iii. Include survey information for each pothole location including x, y, z (top of pipe) coordinates in Autocad format.

iv. Providing all required submittals for the work, complete per the plans and specifications.

v. The Contractor is not allowed to commence with construction until USA Alert has been contacted, all existing utility agencies have responded, potholes have been performed, reviewed and the Engineer is allowed two weeks to respond to changes of pipeline alignment and issue a work directive to the Owners Construction Manager.

2. Payment:
i. Payment as required by the Contract Documents shall be at the percentage lump sum completed Work on this Bid Schedule Item and shall include all labor, tools, materials, and equipment to construct the facilities and provisions complete and in place.

K. Bid Item No. 11 – Additional Potholing Request:

1. Measurement:
i. Item includes (all in accordance with the Contract Documents) all labor, equipment, and materials for:
a. Locating additional utilities with potholes per the provided Pothole Plan beyond the Work Limits of the current project.

b. Contacting USA alert for required excavations along the pipeline.

c. Providing compacted backfill for potholes, per City standard including hot mix asphalt.

d. Submitting all potholes showing plan location relative to proposed pipelines and depth to cover of existing parallel and crossing pipelines measured from existing finish surface. Data to be neatly compiled into a legible report. Potholes shall be:
• Sequentially numbered
• Show adjacent pipeline stationing and sheet number
• Depth to top of potholed utility as measured from existing finish surface
• Include survey information for each pothole location
including x, y, z (top of pipe) coordinates in Autocad
format.
• Diameter of existing pipeline potholed
• Existing material of the utility that was potholed
Specification No. SS-5037-1 MEASUREMENT AND PAYMENT
Camarillo Pleasant Valley Road Force Main 01200-16 of 16

• Any other information such as joint location found, other crossing utilities in the vicinity of the pothole

ii. Photographic documentation. Number photos according to pothole number with an extension such as PH-1.and include a title of the found utility.

iii. Include survey information for each pothole location including x, y, z (top of pipe) coordinates

iv. Providing all required submittals for the work, complete per the plans and specifications.

v. The Contractor is not allowed to commence with construction until USA Alert has been contacted, all existing utility agencies have responded, potholes have been performed, reviewed and the Engineer is allowed two weeks to respond to changes of pipeline alignment and issue a work directive to the Owners Construction Manager.

2. Payment:
i. Payment as required by the Contract Documents shall be at the percentage lump sum completed Work on this Bid Schedule Item and shall include all labor, tools, materials, and equipment to construct the facilities and provisions complete and in place.

PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION 01200
Specification No. SS-5037-1 SUBMITTALS
Camarillo Pleasant Valley Road Force Main 01300-1 of 4
SECTION 01300

SUBMITTALS
PART 1 - GENERAL

1.01 DESCRIPTION
This section generally describes the admin istrative and procedural requirements for processing submittals during the construction phase.

1.02 SUBMITTALS
A. In addition to the required submittals and shop drawings of the Standard and Technical Specifications, the Contractor must submit the following shop drawings and/or submittals in adequate detail, inc luding a list of all deviations from the Contrac t Documents for each item submitted. The following items marked (*) shall be submitted to the Engineer for review at least five (5) working days prior to the Pre-cons truction Meeting. All other submittals must be submitted in accordance with the submittal procedures listed below. The Engineer will determine if the s pecifications are being met for all work including but not limited to the following:

B. GENERAL REQUIREMENTS

1. Key Personnel, Telephone Numbers, and Emergency Telephone Numbers *

2. Project Schedule *

3. Project Phasing Plan *

4. Schedule of Values *

5. Demolition Waste Recycle Plan/Statement

6. Stormwater Pollution Prevention Plan (SWPPP) *

7. Preconstruction video *

8. Long Lead Item Schedule *
C. EQUIPMENT

1. Construction Equipment

2. Manufacturer Certifications and Testing Reports

3. Product and Material Specifications
D. SITE WORK

1. Emergency Response and Access Plan *

2. Log of Work-Related Injuries and Illnesses *

3. Job Hazard Analysis *
Specification No. SS-5037-1 SUBMITTALS
Camarillo Pleasant Valley Road Force Main 01300-2 of 4 E. CONCRETE

1. Portland Cement Concrete Mixes

2. Asphalt Concrete Mixes

3. Cement Masonry components
F. MECHANICAL

1. Pipe, Fittings, Valves, and Appurtenances

2. Pumps, Motors, Meters, and Tanks *

3. Containment Coatings *

4. Contractor must provide all submittals required by Special Provision sections.

G. ELECTRICAL

1. Conduit, Fittings, and Appurtenances
H. Contractor must provide all submittals required by Special Provision sections.

1.03 SUBMITTAL PROCEDURES
A. Where possible, the Contractor shall subm it electronically in PDF format compatible with Adobe Acrobat. Files less than 5 MB in size may be submitted to the Owner’s Representative via email. Files larger than 5 MB shall be submitted by means of an FTP server, USB flash drive, external hard drive, or other method approved by Owner’s Representative. Scans shall be at a resolution necessary for legibility and shall be in color when necessary for clarity. Wherever called for in the Contract Documents or where required by the Engineer, the Contractor must furnish to the Engineer for review four (4) physical copies of each submittal.

B. Make submittals promptly in such a sequence as to cause no delay in the work.

Schedule submissions a minimum of twenty (20) working days before reviewed and approved submittals will be needed.

C. Each submittal item must be individually numbered, logged, and must identify the specification section that relates to item being submitted so that approved and rejected submittals can be tracked.

D. Each submittal shall have a transmittal form including the date, project name, project number, submittal number, submittal revision, and submittal content.

1. Each submittal shall be assigned a unique number and numbered sequentially.

Resubmittals shall bear an alphanumeric system denoting the subsequent resubmittal of the original.

2. Every page in a submittal shall be numbered in sequence and shall be collated.

3. Where product data from a manufacturer is submitted, clearly mark which model is proposed with all pertinent data, capacities, dimensions, clearances, Specification No. SS-5037-1 SUBMITTALS
Camarillo Pleasant Valley Road Force Main 01300-3 of 4 diagrams, controls, connections, anchorage, and supports. Present a sufficient level of details for assessment of compliance with the contract documents.

Extraneous information should not be included in submittals.

4. Disorganized submittals that do not meet all requirements will be returned without review.

E. At the time of each submission, give Engineer specific written notice of each variation that the submittal may have from the requirements of the Contract Documents. If a variation is identified that was not brought to the attention of the Engineer, correction will be at the Contractor’s expense.

F. The Engineer will have a minimum of two weeks to review each submittal, except where specified differently in these special provisions. It is the responsibility of the Contractor to organize submittals in order of importance and need. Resubmittals of submittals will be reviewed and returned in the same review period as for the original submittal. It is considered reasonable that the Contractor shall make a complete and acceptable submittal by the second submi ssion of a submittal item. The Owner’s Representative reserves the right to withhold monies due the Contractor to cover costs of any review beyond the second submittal.

G. Only one submittal will be reviewed for an item and Contractor may not submit multiple shop drawings from multiple vendors for the same item.

H. Engineer’s review will be only for conform ance with the design concept of the project and for compliance with the information given in the Contract Documents, not extending to means, methods, techniques, sequences, or procedures of construction (except where indicated or required by the Contract Documents) nor to safety precautions or programs incident thereto. Submittals processed by Engineer do not become Contract Documents and are not Change Orders.

I. Delays caused by the need for re-submittal or replace unaccepted “or equal” items will not constitute a basis for claim.

J. No substitutions will be considered for products determined to be a sole source as noted in the Notice Inviting Bids. For all else, the following applies:

1. In the event that an item is called for by a specific product or trade name, Contractor will have five (5) days after the bid opening for submission of data substantiating a request for a substitution of “an equal” item. In the event Contractor furnishes any “or equal” material more expensive than that specified in the bid form, the difference in cost of such material so furnished will be borne by Contractor under Public Contract Code section 3400.

2. “Or equal” products may be accepted by the Engineer upon submittal of the following information:
i. Product Date Design Criteria
ii. Physical Properties Limitations of Process
iii. Material Specifications List of Previous Projects
iv. Installation Specifications Size of Completed Projects Specification No. SS-5037-1 SUBMITTALS
Camarillo Pleasant Valley Road Force Main 01300-4 of 4 v. Testing Methods List of Current Projects
vi. Third Party Test Data
vii. Size of Current Projects
viii. References (All references must include current names and telephone numbers).
ix. List of all deviations from the specifications or referenced product or materials.
x. Additional testing may be required, and all costs for testing will be borne by Contractor.

K. District reserves the right to modify the procedures and requirements for submittals, as necessary to accomplish the specific pur pose of each submittal. Direct inquiries regarding the procedure, purpose, or extent of any submittal to the Engineer.

L. Repetitive Review

1. Shop drawings and other submittals will be reviewed no more than twice at the District’s expense. All subsequent reviews will be performed at times convenient to the Engineer and at the Contractor’s expense, including but not limited to consultant costs, staff charges, overhead, and other related expenses. Contractor shall reimburse the District for such costs, and District may deduct these costs from amounts due or to become due the Contractor.

Submittals are required until approved.

2. Any need for more than one resubmission, or any other delay in obtaining Engineer’s review of submittals, will not entitle Contractor to extension of the Contract Time.

PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION 01300

Specification No. SS-5037-1 MOBI LIZATION AND DEMOBILIZATION Camarillo Pleasant Valley Road Force Main 01505-1 of 2 SECTION 01505

MOBILIZATION AND DEMOBILIZATION
PART 1 – GENERAL

1.1 DESCRIPTION

A. Mobilization/Demobilization shall include the obtaining of all permits, licenses, bonds, and insurance; moving on to the site of all plant and equipment; furnishing and erecting temporary facilities, and their removal; all as required for the proper performance and completion of the work. Mobilization/Demobilization shall include, but not be limited to, the following principal items:

1. Moving on to the site of all Contractor’s materials and equipment required for operations.

2. Installation of work area fencing.

3. Preparation and processing of shop drawings.

4. Developing and maintaining construction water supply, electrical power and telephone service to the site throughout the duration of construction.

5. Providing and maintaining sanitation facilities throughout the duration of construction.

6. Providing and maintaining a field office for the Contractor.

7. Erection of Contractor’s onsite work and storage yard

8. Arranging for and securing Contractor’s offsite work and storage yard.

9. Providing public convenience, safety, and traffic control, including warning signs, high level warning devices, delineators, regulatory signs, barricades and bridged trench plates

10. Obtaining and maintaining all required permits, insurances and bonds.

11. Posting all OSHA required notices and establishment of safety programs.

12. Having the Contractor’s superintendent at the job site full time, at all times when the construction is in progress.

13. Field verifies by potholing the locations , dimensions, and elevation of all existing utilities, conduits, and structures that may interfere with the current work, including the utilities/conduits this project’s work will connect to; and prepare a Report of Findings four (4) weeks prior to construction to allow revisions to the current design.

14. Providing shop drawings, samples, project data and record drawings (As-Builts).

15. Providing construction schedule including monthly updates.

Specification No. SS-5037-1 MOBI LIZATION AND DEMOBILIZATION Camarillo Pleasant Valley Road Force Main 01505-2 of 2

16. Providing three-week look-ahead schedules at the weekly construction progress review meetings.

17. Maintaining the site in a clean, safe and orderly condition.

18. Preparing, submitting, and implementing a Stormwater Pollution Prevention Plan in accordance with the City of Camarillo Stormwater Pollution Prevention Plan (SWPPP) and the Ventura Countywide Stormwater Quality Management Program, National Pollutant Discharge Elimination System (NPDES) Permit No.

CAS004002.

19. Installing BMP’s prior to beginning of construction and maintenance of BMP’s throughout the course of the construction contract.

20. Demobilization and cleanup.

21. Photographic and video documentation of the site and access conditions prior to the start of and at the completion of construction.

PART 2 – NOT USED
PART 3 – EXECUTION
A. All temporary utilities shall be applied for and installed in a timely manner so as not to impact the construction schedule.

1. The temporary water source shall be protected from cross contamination by a reduced pressure backflow device; this device shall be certified on site, in place.

2. The Contractor shall provide sufficient electric lighting so that all work may be properly conducted when there is not adequate daylight in the work area.

3. The Contractor shall have the option of providing dedicated jobsite cellular telephone service during the execution of the work. All costs for cellular telephone service supplied to the jobsite during the completion of the work shall be borne by the Contractor.

B. All temporary utilities shall be removed, and patchwork (if necessary) completed in a timely manner so as not to impact the construction schedule.

PART 4 – PAYMENT
A. Payment for Mobilization and Demobilization” will be made at the contract lump sum price bid under Bid Item “Mobilization/Demobilization”. This price will be considered full compensation for the furnishing of all materials and for all labor, tools, equipment, tools, and incidentals necessary to complete the item.

B. A 25% of the lump sum will be paid with the first progress payment and the remaining 75% will be paid incrementally over the life of the Contract where these subsequent payments will be made based on the percentage of work completed to date.

END OF SECTION 01505

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

SITE SURVEYS
02 21 13 - 1
SECTION 02 21 13

SITE SURVEYS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Underground utility locate.

2. Measurement and mapping of all local site features, easements, utility locates and legal monuments.

3. Placement of local control for site development.

B. Related Specification Sections include but are not necessarily limited to:

1.2 QUALITY ASSURANCE
A. Referenced Standards:

1. National Society of Professional Surveyors:
a. Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, 2/16.

B. General:

1. Furnish all necessary equipment, materials, and labor to effectively measure the site in accordance with these Specifications. Additional local surveying requirements for local platting, mapping, etc., shall be researched and followed by the surveyor.

2. The Contractor shall be responsible for all damage to public and private property resulting from the operations of its employees.

3. The Contractor shall be responsible for gaining permission to access any site(s) required for surveying. Any site-specific training to access the property shall be the responsibility of the Contractor.

4. Perform staking layout under the direction of a Licensed Land Surveyor (CA).

1.3 DEFINITIONS
A. “Contractor” shall mean person, firm, or corporation with whom Owner may enter into contract for execution of work specified relating to the Survey of the site.

1.4 SUBMITTALS
A. Site Staking:

1. Provide site control staking as required to complete the Work. Work with the Owner to determine amount of staking to be completed.
a. Contractor shall provide the following stakes at a minimum:
1) every horizontal and vertical change in alignment
2) every change in pipe material
3) every 50 feet along pipeline alignment
B. Land Surveyor licensing credentials.

PART 2 - PRODUCTS - (NOT USED)
PART 3 - EXECUTION

3.1 SURVEY
A. Control shall be clearly established on the site. Contractor will be responsible for establishing a minimum of three control points that can be located within the site development area. Control shall be clearly established in an area that will preserve the horizontal and vertical information.

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

SITE SURVEYS
02 21 13 - 2
B. Underground utilities shall be located and surveyed in via DigALERT locate services. All private and public underground utilities shall be located. Utilities survey information shall include the name of the corresponding utility company with the field marking.

3.2 WORKMANSHIP AND METHODS
A. Provide equipment capable of recording horizontal and vertical measurements within 1/10 0 feet degree of accuracy.

B. Contractor is responsible for meeting local surveying best practices and plat recording requirements.

C. Contractor is responsible for providing additional survey equipment if needed when GPS equipment may not be suitable.

D. Aerial surveys are not to be used.

END OF SECTION

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

SUBSURFACE UTILITY INVESTIGATION
02 21 15 - 1
SECTION 02 21 15

SUBSURFACE UTILITY INVESTIGATION
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Underground utility locates (potholing).

2. Pothole Report.

1.2 QUALITY ASSURANCE
A. General:

1. Furnish all necessary equipment, materials, and labor to perform potholing of existing utilities, including mainline and utility services crossing the Force Main Pipeline, and traffic control, and submit pothole report to Engineer.

2. Survey potholes performed on the provided project datum and Basis of Bearing, and using the services of a California licensed professional land surveyor (PLS).

3. Submit surveyed pothole data (in AutoCAD 2020) to Engineer for review. Use the same naming convention for utilities as is shown on Drawings and Contract Documents.

B. “Contractor” shall mean person, firm, or corporation with whom Owner may enter into contract for execution of work specified relating to the Survey of the site.

1.3 SUBMITTALS
A. Pothole Plan:

1. Submit to Owner proposed pothole plan documenting locations of proposed potholes, limits of DigAlert markout, schedule, and traffic control plans required to execute work. a. Plan shall be provided as an electronic pdf.
1) Scanned, hand drawn markups will not be accepted.

2. Submit Traffic Control Plans to perform potholing work per City of Camarillo requirements at no additional cost to Owner.
a. Contractor shall be responsible for obtaining all permits required to complete potholing and associated work.

B. Pothole Report:

1. Engage the services of a California licensed professional land surveyor to survey the potholed locations and any utility paint markings within the DigAlert markout area.

Surveyed paint markings are to be on a separate, distinct layer (by utility type and size) in AutoCAD 2020.

2. Submit to the Owner complete CAD files that include clearly labeled potholes and utility markings utilizing project datum within two weeks after potholing is complete. a. CAD file shall be AutoCAD 2020.
b. All site features shall be drawn and included within CAD file.

3. Submit PDF report that includes compiled table of all pothole information and Daily’s of pothole work.

C. Pothole Repair:

1. Submit hot mix asphalt mix for Engineer review.

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

SUBSURFACE UTILITY INVESTIGATION
02 21 15 - 2
PART 2 - PRODUCTS - (NOT USED)
PART 3 - EXECUTION

3.1 WORKMANSHIP AND METHODS
A. Pothole Repair

1. Restore pavement following potholing with hot mix asphalt per City of Camarillo Standards.

B. Surveying

1. Surveying shall be completed by PLS licensed in the state of California.

2. Provide equipment capable of recording horizontal and vertical measurements within 1/100 FT degree of accuracy.

3. Contractor is responsible for providing additional survey equipment if needed when GPS equipment may not be suitable.

4. Aerial surveys are not to be used.

END OF SECTION

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES
31 23 33 - 1
SECTION 31 23 33

TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Excavation, trenching, backfilling, and compacting for all underground utilities.

B. Related Specification Sections include but are not necessarily limited to:

1. Section 32 12 16 - Asphaltic Concrete Vehicular Paving

2. Section 33 05 33 - High Density Polyethylene Pipe.

3. Section 33 05 97 - Tracer Wire and Utility Detection Tape.

1.2 QUALITY ASSURANCE
A. Referenced Standards:

1. ASTM International (ASTM):
a. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 FT-LBF/FT3 (600 kN-M/M3)).
b. D4253, Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
c. D4254, Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.

1.3 DEFINITIONS
A. Excavation: All excavation will be defined as unclassified.

B. Bedding: 6-inches below the bottom of the pipe to the bottom of the pipe.

C. Pipe Zone: Bottom of pipe to a minimum of 12-inches above the crown of the pipe.

D. Trench Zone: From the top of the pipe zone to the bottom of pavement subgrade.

E. Aggregate Base: Material placed above trench zone and below asphalt concrete.

1.4 SUBMITTALS
A. Product technical data including:
a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions.

B. Submit respective pipe or conduit manufacturer's data regarding bedding methods of installation and general recommendations.

1. Submit sieve analysis reports on all granular materials.

C. Shoring Design for pipeline installation. Contractor to provide site specific design, utilizing a California Licensed Civil or Structural Engineer.

1. See geotechnical report for existing soil conditions along the pipeline alignment. Sloughing or failure of soil materials will occur unless excavations are adequately shored.

2. Contractor is responsible for adequate shoring design. 1) Refer to geotechnical report for shoring parameters and existing conditions.

3. Note: Contractor shall remove all shoring and appurtenances following acceptance of the work. Shoring left in place is not permitted.

D. Trench Safety Plan and/or trench shoring drawing:

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES
31 23 33 - 2
a. Trench Safety Plan and/or trench shoring drawings submittal is required only as evidence that plans and drawings have been prepared by a California licensed Structural Engineer.
1) Engineer is not responsible to, and will not, review and approve.

E. Aggregate Base used for Pavement Sections.

1.5 SITE CONDITIONS
A. Avoid overloading or surcharge a sufficient distance back from edge of excavation to prevent slides or caving.

1. Maintain and trim excavated materials in such manner to be as little inconvenience as possible to public and adjoining property owners.

B. Provide full access to public and private premises and fire hydrants, at street crossings, sidewalks and other points as designated by Owner to prevent serious interruption of travel.

C. Protect and maintain bench marks, monuments or other established points and reference points and if disturbed or destroyed, replace items to full satisfaction of Owner and controlling agency.

D. Verify location of existing underground utilities.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Backfill Material:

1. Trench backfill to be native, import or one (1) sack cement slurry material. Native or import backfill material to be placed at 90 percent relative compaction, certified by an independent soils laboratory per “Greenbook” SSPWC Standard 306-1.3.. a.

B. Subgrade Stabilization Materials: To be provided on an as-needed basis. See Specification 01 22 00 – Measurement and Payment. If needed, provide subgrade stabilization material consisting of one of the following based on conditions encountered during construction:

1. 3-to 4-inch float rock worked into the trench bottom. The rock used for this application should be at least 12 inches thick and covered with a geotextile fabric. a. If float-rock is used, then sand with a SE of 50 or more should be used to fill the voids in the rock prior to placement of pipe fabric and bedding materials.

2. Geotextile fabric placed along trench subgrade and covered with at least 1 foot of compacted ¾-inch crushed rock or processed miscellaneous base (PMB) conforming to the requirements of Section 200-2.5 of the Standard Specifications for Public Works Construction.

3. Overexcavation of trench subgrade by 12” and placement of two sack sand-cement slurry.

C. Bedding Materials:

1. As approved by Geotechnical Engineer.

2. Granular Bedding Materials:
a. Clean sand with minimum SE of 35 or greater; and
b. Fines content of less than 20%.

D. Aggregate Base: Class II Aggregate Base Per Section 26-1.02B of the Caltrans Standard Specifications.

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES
31 23 33 - 3
PART 3 - EXECUTION

3.1 GENERAL
A. Verify all requested potholes have been submitted and favorably reviewed by engineer to confirm there are no known conflicts and pipe alignment at beginning of alignment meets future phased installation of sewer force main piping requirements.

B. Contractor shall remove and dispose of all spoils legally.

C. Contractor shall remove all shoring and appurtenances following acceptance of the work.

Shoring left in place is not permitted.

D. Where existing sewer force main pipe is removed, provide subgrade and trench compaction per these specifications.

3.2 EXCAVATION
A. Unclassified Excavation: Remove rock excavation, clay, silt, gravel, hard pan, loose shale, and loose stone as directed by Geotechnical Engineer.

B. Excavation for Appurtenances:

1. 12 IN (minimum) clear distance between outer surface.

C. Groundwater Dewatering:

1. Where groundwater is, or is expected to be, encountered during excavation, install a dewatering system to prevent softening and disturbance of subgrade to allow subgrade stabilization, pipe, bedding and backfill material to be placed in the dry, and to mai ntain a stable trench wall or side slope.

2. Groundwater shall be drawn down and maintained at least three (3) feet below the bottom of any trench or manhole excavation prior to excavation (defined by the lowest point of excavation) and should provide sidewalls free of seepage.

3. Review soils investigation before beginning excavation and determine where groundwater is likely to be encountered during excavation.
a. Employ dewatering specialist for selecting and operating dewatering system.

4. Keep dewatering system in operation until trench zone backfill material has been compacted.

5. Dispose of groundwater to an area which will not interfere with construction operations or damage existing construction.

6. Install groundwater monitoring wells as necessary.

7. Shut off dewatering system at such a rate to prevent a quick upsurge of water that might weaken the subgrade.

D. Trench Excavation:

1. Excavate trenches by open cut method to depth shown on Drawings and necessary to accommodate work.
a. Support existing utility lines where proposed work crosses at a lower ele vation. 1) Stabilize excavation to prevent undermining of existing utility.

2. Open trench outside buildings, units, and structures:
a. Field adjust limitations as weather conditions dictate.

3. All open trenches shall be covered by traffic-rated steel plates installed flush with existing asphalt at the end of each working day. Plates shall be maintained at all times, including weekends and holidays.

4. Any trench or portion of trench, which is opened and remains idle for seven calendar days, or longer, as determined by the Owner, may be directed to be immediately refilled, without completion of work, at no additional cost to Owner.
a. Said trench may not be reopened until Owner is satisfied that work associated with trench will be prosecuted with dispatch.

5. Observe following trenching criteria:
a. Trench size:

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES
31 23 33 - 4
1) Excavate width to accommodate free working space.
2) Maximum trench width at top of pipe or conduit may not exceed outside diameter of utility service by more than the following dimensions:

OVERALL DIAMETER OF

UTILITY SERVICE

EXCESS DIMENSION

PER SIDE
< 20” +20”

3) Cut trench walls vertically.
4) Keep trenches free of surface water runoff.
a) Include cost in Bid.
b) No separate payment for surface water runoff pumping will be made.

E. Tolerances

1. Pipe vertical installation tolerance: +/- 0.1 FT

2. Horizontal: Per plan

3.3 PREPARATION OF FOUNDATION FOR PIPE LAYING
A. Subgrade Stabilization: To be provided on an as-needed basis. Obtain written permission from Owner prior to procurement and installation. See Specification 01 22 00 – Measurement and Payment. Confirm pipe dewatering to three feet (3’) below bottom of excavation has been performed. If needed, provide subgrade stabilization material consisting of one of the following based on conditions encountered during construction:

1. Stabilize the subgrade by doing one of the following options:
a. Work 3” to 4” crushed import rock into bottom of excavation, 12”-18” thick. Cover with geotextile fabric.
1) If float rock is used, then sand with a SE of 50 or more shall be used to fill the voids in the rock prior to placement of pipe and bedding material. b. Geotextile fabric placed along trench subgrade and covered with minimum of 12” of compacted ¾” crushed rock or processed miscellaneous base. c. Overexcavation of trench subgrade by 12-inches and placement of two sack-cement slurry. Prevent pipe from floatation by securing pipe before placing slurry. Provide multiple slurry pours if required to prevent floatation of pipe.

2. Observe the following requirements when unstable trench bottom materials are encountered. a. Notify Owner when unstable materials are encountered. 1) Define by drawing station locations and limits.
b. Remove unstable trench bottom caused by Contractor failure to dewater, rainfall, or Contractor operations.
1) Replace with subgrade stabilization with no additional compensation.

3.4 BACKFILLING METHODS
A. Do not backfill until tests to be performed on system show system is in full compliance with specified requirements.

B. Bedding and Pipe Zone Material

1. Bedding and Pipe zone materials should extend at least 6” below, 6-8” to each side and to 12” above the crown of the pipe.

2. Perform in accordance with the following:
a. Place bedding materials in loose lifts no greater than 8” thick. b. Moisture condition to within 2% of optimum moisture content. c. Mechanically compact to achieve a minimum 90% compaction per ASTM 1557. d. Ensure bedding material is placed under the pipe haunch and that there are no gaps in the bedding.

C. Common Trench Backfill and Placement of Class II Aggregate Base:

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES
31 23 33 - 5

1. Perform in accordance with the following:
a. Place backfill and aggregate base in lift thicknesses not exceeding 8” and compact to the densities specified in Drawings.
b. Comply with specific manufacturer's recommendations regarding backfilling and compaction.
c. Avoid displacing joints and appurtenances or causing any horizontal or vertical misalignment, separation, or distortion.

D. Water flushing (jetting) for consolidation is not permitted.

E. Remove, protect, and reinstall traffic loop detectors per City of Camarillo Standards where indicated on the Drawings or where visible on street surface as an existing condition.

F. Coordinate with Bike Lane Contractor to confirm pipe and trench zone of sewer force main pipe is installed in the final conditions per these plans and specifications.

3.5 COMPACTION
A. General:

1. Place and assure bedding, backfill, and fill materials achieve an equal or higher degree of compaction than undisturbed materials adjacent to the work.

2. In no case shall degree of compaction below minimum compactions specified be accepted.

B. Compaction Requirements:

1. Unless noted otherwise on Drawings or more stringently by other Specification Sections, comply with following minimum trench compaction criteria.

LOCATION COMPACTION DENSITY
Bedding and Pipe Zone,
Common Trench Backfill Below Upper 12 Inches of
native
90% relative density by ASTM D1557
Common Trench Backfill Above Upper 12 inches of
native,
Aggregate Base,
Asphalt Section
95% of relative dry density by ASTM D1557

3.6 FIELD QUALITY CONTROL
A. Owner will engage independent soils and asphalt testing firm to ensure compliance with the contract documents. Tests may include but are not limited to the following :

1. In-place moisture-density tests.

2. Sampling and laboratory testing.

3. Compaction testing.

B. Cost associated with retesting after "Failing" tests shall be paid by Contractor.

C. Assure Owner and Owner’s agents have immediate access for testing of all soils and backfill related work.

D. Ensure excavations are safe for testing personnel.

END OF SECTION

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

ASPHALTIC CONCRETE VEHICULAR PAVING
32 12 16 - 1
SECTION 32 12 16

ASPHALTIC CONCRETE VEHICULAR PAVING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Asphaltic concrete vehicular paving.

B. Related Specification or Drawing Sections include but are not necessarily limited to:

1. Section 31 23 33 - Trenching, Backfilling, and Compacting for Utilities

1.2 QUALITY ASSURANCE
A. Referenced Standards:

1. Camarillo Sanitary District Standard Plate 23

2. Caltrans 2022 Standard Specifications

3. Construction standards: State of California, Department of Transportation, "Caltrans," 2022, as amended to date.

4. California Manual on Uniform Traffic Control Devices for Streets and Highways (CA MUTCD), by the United States Department of Transportation Federal Highway Administration (FHWA).

1.3 SUBMITTALS
A. Shop Drawings:

1. Product technical data including:
a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions.
c. Asphalt design mix for base and surface course mixes d. Tack Oil
PART 2 - PRODUCTS

2.1 MATERIALS
A. Asphaltic Concrete: Per Caltrans Standard Specifications.

B. Aggregate Base: See Specification Section 31 23 33.

C. Asphaltic Emulsion: SS-1h Per Section 24-1.02C of the Caltrans Standard Specifications

2.2 ASPHALT CONCRETE MIXES
A. Comply with mix design category per Caltrans Standard Specifications.

PART 3 - EXECUTION

3.1 APPLICATION
A. See Camarillo Sanitary District Standard Plate 23 for repaving details. Install ¾” asphaltic base course and ½” surface course in accordance with Caltrans Specifications.

B. Install asphalt concrete and tack coat per Caltrans Standard Specifications 2022, or latest version.

C. Each resurface area shall be sealed with SS-1h emulsion, per Caltrans standards, applied over the entire resurface area and 12 IN beyond the resurface area on all sides

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D. Tolerance of Finished Grade: +0.10 FT from required elevations.

E. In areas where trench restoration detail results in floating segments of asphalt concrete of 3 feet or less, replace asphalt concrete section to match existing plus one inch, up to the adjoining section of median curb, median gutter, curb face, or curb and gutter.

F. Repair section to be cold planed a minimum of 2 IN deep and 18 IN beyond trench limits on all sides.

G. Adjacent A.C. to be protected in place beyond repair section on all sides. Damaged A.C. shall be repaired.

END OF SECTION

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SECTION 33 05 19

DUCTILE-IRON UTILITY PIPE
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Ductile iron piping, fittings, specials, and appurtenances. All pipe and fittings to be fully restrained.

B. Related Sections include but are not necessarily limited to:

1. Section 31 23 33 - Trenching and Backfilling.

2. Section 40 05 01 - Common Work Results for Process Piping.

1.2 REFERENCES
A. Definitions:

1. CLSM: Controlled Low Strength Material.

2. Mechanical Couplings: Fittings intended to join grooved and/or shouldered pipe.

3. Pipe Diameter: Pipe diameter specified or shown on the Drawings is the nominal pipe diameter for ductile iron pipe.

B. Referenced Standards:

1. American Society of Mechanical Engineers (ASME):
a. B1.1 - Unified Inch Screw Threads (UN and UNR Thread Form). b. B16.1 - Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250. c. B16.21 - Nonmetallic Flat Gaskets for Pipe Flanges.

2. ASTM International (ASTM):
a. A47 - Standard Specification for Ferritic Malleable Iron Castings. b. A126 - Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings.
c. A307 - Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength.
d. A536 - Standard Specification for Ductile Iron Castings. e. B695 - Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel.

3. American Water Works Association (AWWA):
a. C203 - Standard for Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied.
b. C217 - Microcrystalline Wax and Petrolatum Tape Coating Systems for Steel Water Pipe.

4. American Water Works Association/American National Standards Institute (AWWA/ANSI):
a. C104/A21.4 - Standard for Cement–Mortar Lining for Ductile-Iron Pipe and Fittings. b. C105/A21.5 - Standard for Polyethylene Encasement for Ductile-Iron Pipe Systems. c. C110/A21.10 - Standard for Ductile-Iron and Gray-Iron Fittings. d. C111/A21.11 - Standard for Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.
e. C115/A21.15 - Standard for Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron Threaded Flanges.
f. C150/A21.50 - Standard for Thickness Design of Ductile-Iron Pipe. g. C151/A21.51 - Standard for Ductile-Iron Pipe, Centrifugally Cast, for Water. h. C153/A21.53 - Standard for Ductile-Iron Compact Fittings for Water Service.

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i. C217 - Microcrystalline Wax and Petrolatum Tape Coating Systems for Steel Water Pipe and Fittings.
j. C219 - Bolted Sleeve-Type Couplings for Plain-End Pipe. k. C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances.

1.3 SUBMITTALS
A. Action Submittals:

1. Submit shop drawings for ductile iron pipe, fittings and appurtenances as one package.

2. Submit the class and wall thickness for all pipe and pressure rating and wall thickness of all fittings.

3. Submit restrained joints details indicating all pertinent dimensions and manufacturing tolerances.

4. Submit a materials list indicating the anticipated number of straight lengths of pipe to be used and all fittings and specials

5. Submit separate shop drawing for fittings only if manufactured by a separate supplier.

6. Material list.

7. Manufacturing Information.
a. Pipe and fitting details for temporary and permanent facilities indicating:
1) Manufacturing tolerances.
2) Maximum angular deflection limitations of field joints. 3) Closure sections and cutoffs for field length adjustment. 4) Bulkheads, including details for removal of test bulkheads and repair of linings. 5) All other pertinent information required for the manufacture and installation of the product.
b. Joint Details:
1) Restrained joints.
2) Flanged joints.
3) Mechanical Joints.

8. Product data for the following:
a. Pipe and fittings:
1) Material data.
2) Chemical and physical test reports.
3) Manufacturer’s recommendation for maximum allowable joint deflection. b. Coatings and Linings:
1) Technical data sheets itemizing chemical composition, technical and performance information that indicates compliance with this Specification. 2) Color chart, if applicable.
3) Surface preparation requirements.
4) Curing requirements.
5) Manufacturer’s name, product number or name.
6) Coating or lining thickness.
c. Flanged Joints:
1) For each flanged connection: Reference standard, class, dimensional data, bolt hole number, pattern and diameter, bolt diameter and length, face condition (raised or flat).
d. Gaskets and Bolting: Technical data sheets itemizing chemical composition, technical and performance information that indicates compliance with this Specification.

9. Pipe handling equipment and methods for loading and unloading pipe. a. Pipe support requirements for storage.
1) Minimum allowable width, quantity, and location of contact points to prevent excess deflections.
b. Pipe moving support requirements: Minimum allowable sling width.

10. If mechanical coupling system is used, submit piping, fittings, and appurtenant items which will be utilized to meet system requirements.

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B. Informational Submittals:

1. Certificates.
a. Manufacturer’s Certificate of Compliance that products furnished meet requirements of this Specification.
b. Ductile Iron Pipe Installation: Certificate that training has been provided to Contractor’s installation crews regarding proper pipe handling and storage procedures.

2. Reports:
a. Factory Hydrostatic Test Reports.
b. Field Hydrostatic Test Reports.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable:

1. Pipe and Fittings, and Specials:
a. American Ductile Iron Pipe.
b. McWane Ductile.
c. US Pipe.

2. Flanged Adaptors (flanged coupling adapters):
a. Smith Blair, Style 913 (steel).
b. Dresser, Style 128 (steel).
c. Romac Style FC400 (steel).

3. Restrained Flanged Adapters (restrained flanged coupling adapters):
a. Romac Style Alpha FC (ductile iron).
b. Smith Blair Style 911 (ductile iron).

4. Compression Sleeve Coupling:
a. Smith Blair, Style 411 (steel).
b. Dresser, Style 38 (steel).
c. Romac Industries, Style 400 (steel).

5. Insulating Couplings:
a. Smith Blair, Style 416.
b. Dresser, Style 39.
c. Romac, Style IC400.

6. Reducing Couplings:
a. Smith Blair, Style 415.
b. Dresser, Style 62.
c. Romac, Style RC400 (steel).

7. Transition Coupling:
a. Smith Blair, Style 413.
b. Dresser, Style 62.
c. Romac, Style TC400.
d. Georg Fischer Waga N.V., Multi-Joint® 3000 Plus, Type 3007.

8. Ceramic Epoxy Lining:
a. "PROTECTO 401” by Induron.
b. “CERAMAPURE PL-90” by Induron.
c. “Permox-CTF” by Permite.

9. Glass Lining:
a. C&B Piping: CBGL911 Porcelain Glass Lining.
b. US Pipe: Vitco SG-14 Glass Lining.

10. Polyethylene Encasement Tape:
a. Chase, Chasekote 750.
b. Kendall, Polyken 900.
c. 3 M, Scotchrap 50.

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d. V-Bio Polywrap.

11. Restrained joints:
a. American (Flex-Ring) - 4 inches to 54 inches.
b. American (Lok-Ring) - 54 inches to 64 inches.
c. U.S. Pipe (TR-Flex) - 4 inches to 36 inches.
d. U.S. Pipe (HP Lok) - 30 inches to 64 inches.
e. Or approved equal.

12. Expansion joints:
a. Smith-Blair (Style 612).
b. Dresser (Style 63).
c. Or approved equal.

13. Dismantling joints:
a. Smith-Blair (Style 975).
b. Dresser (Style 131).
c. Or approved equal.

14. Joint restraints (MJ Fittings):
a. EBAA Iron, Inc., Megalug®.
b. Star Pipe Products, Stargrip®.
c. Or approved equal.

2.2 MATERIALS
A. Ductile Iron Pipe:

1. AWWA/ANSI C115/A21.15.

2. AWWA/ANSI C150/A21.50.

3. AWWA/ANSI C151/A21.51.

4. Wall Thickness:
a. See Drawings.

B. Fittings and Flanges:

1. AWWA/ANSI C110/A21.10.

2. AWWA/ANSI C153/A21.53.
a. Do not use for pump suction piping.

3. AWWA/ANSI C115/A21.15.

4. Flanges drilled and faced per ASME B16.1 for both 125 and 250 psi applications.

C. Nuts and Bolts:

1. Buried:
a. Tee-head bolts for mechanical joints: Per AWWA/ANSI C111/A21.11. b. Other bolts and nuts: ASTM A307 Wax Tape Coatings per AWWA C217.

2. Exposed: Mechanical galvanized ASTM B695, Class 40 ASTM A193/A194 Grade B8, Class 1.

3. Heads and dimensions per ASME B1.1.

4. Threaded per ASME B1.1.

5. Project ends 1/4 to 1/2 inches beyond nuts.

D. Gaskets:

1. Flanged Joints:
a. For pipe sizes between 4 and 64 inches and maximum working pressures not exceeding 250 psig: SBR in accordance with AWWA C111.
b. For pipe sizes between 4 and 24 inches and maximum working pressures greater than 250 psig: In accordance with ASME B16.21.

2. Mechanical and push-on joints: in accordance with AWWA C-111. a. Maximum pressure: 350 psi.

E. Polyethylene Encasement: Per AWWA/ANSI C105/A21.5.

F. See Piping Schedules in Section 40 05 01 - Common Work Results for Process Piping.

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2.3 MANUFACTURED UNITS
A. Couplings:

1. Flanged adaptors:
a. Unit consisting of steel or carbon steel body sleeve, flange, followers, Grade 30 rubber gaskets.
b. Provide units specified in the MANUFACTURERS Article. c. Supply flanges meeting standards of adjoining flanges. d. Rate entire assembly for test pressure specified on piping schedule for each respective application.

2. Compression sleeve coupling:
a. Unit consisting of steel sleeve, followers, Grade 30 rubber gaskets. b. Provide units specified in the MANUFACTURERS Article. c. Supply flanges meeting standards of adjoining flanges. d. The working pressure rating of the entire assembly shall be greater than or equal to the test pressure specified on piping schedule for each respective piping application. e. Provide field coating for buried couplings per AWWA C203.

1. Restrained Coupling:
a. Body and clamp ring: Ductile iron, ASTM A536 grade 65-45-12. b. Gaskets:
1) Potable water: EDPM, NSF 61 approved.
2) Other uses: NBR.
c. Bolts, nuts and washers: Type 316 stainless steel. d. Uni/Fiks ring:
1) Polyoxymethylene (POM) and/or glass fiber filled Polyamide. 2) Uni/Fiksers: Type 316 stainless steel.

B. Joint restraints (MJ Fittings):

1. Gland body, wedges and wedge actuating components: ASTM A536 grade 65-45-12 ductile iron.

2. Coating: Manufacturer’s standard epoxy.

2.4 FABRICATION
A. Furnish and install without outside coatings of bituminous material any exposed pipe scheduled to be painted.

B. Furnish cast parts with lacquer finish compatible with finish coat.

C. Minimum Pressure Class: See Drawings.

2.5 LININGS AND COATINGS
A. Ceramic epoxy:

1. Minimum dry film thickness: 40 mil.

B. Coating: Manufacturer’s standard bituminous coating.

1. Minimum dry film thickness: 1 mil.

2.6 ACCESSORIES
A. Couplings:

1. For pipe with plain end by plain end (Bolted Sleeve Coupling):
a. In accordance with AWWA C219.
b. Coupling linings for use in potable water systems: conformance with NSF 61B. c. Rated for appropriate operating pressure and restraint.

2. For pipe with flange by flange ends (Dismantling Joints). a. Self-contained flanged restrained joint fitting, including both flange components and sufficient harness bars to withstand the imposed thrust. b. Design pressure rating: equal to or greater than flange rating.

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3. Provide bolts, nuts, and washers (when required) of suitable quality, workmanship, and yield strength to ensure compatibility with the coupling design and rated pressure. a. Select materials to minimize the possibility of galvanic corrosion.

4. See Paragraph 2.2 of this Specification for gasket requirements.

B. Pipeline Markers and Pipe Locating Tape: See Section 33 05 97 Tracer Wire and Utility Detection Tape.

C. Cathodic Protection: See Section 26 42 13 - Cathodic Protection System - Sacrificial Anode.

2.7 SOURCE QUALITY CONTROL
A. Factory Test:

1. Subject pipe to hydrostatic test of not less than 500 psi with the pipe under the full test pressure for at least 10 seconds.

PART 3 - EXECUTION

3.1 GENERAL
A. Install piping complete with jointing materials and accessories, anchors, and other appurtenances.

B. Prepare trench as required in the Contract Documents, including Section 31 23 33 - Trenching and Backfilling.

C. Unless otherwise permitted by Engineer, maximum length of open trench : 300 linear feet or the amount of pipe that can be installed in a single day, whichever is less.

D. A. Handling and Storage:

1. Stack pipe no higher than the maximum height given in AWWA C600. a. Alternate bell ends with spigot ends.

E. Protection of Appurtenances:

1. Wrap buried ductile iron pipe, plug valve, and all fittings and appurtenances with polyethylene, following the procedures of AWWA C600.

F. Installation of buried bolted joints:

1. Coat buried bolted joints with wax tape then wrap in polyethylene.

3.2 LAYING PIPE
A. Trenching, bedding material, and backfilling of buried piping: comply with Section 31 23 33 - Trenching and Backfilling, and other relevant requirements of the Contract Documents.

B. Install piping in accordance with the following:

1. Section 40 05 01 – Common Work Results for Process Piping.

C. Handle pipe with proper equipment in a manner to prevent distortion or damage.

1. Use of hooks, chains, wire ropes, or clamps that could damage pipe, damage coating or lining is not permitted.

2. Use heavy canvas, or nylon slings of suitable strength for lifting and supporting materials.

D. Lift pipe during unloading or lifting into trench using one or more slings as required to prevent uncontrolled swinging, damage to pipe, or harm to workers.

1. Design slings to bear uniformly against pipe.

E. Locate horizontal deflections on alignment as shown on the Drawings.

F. Locate vertical deflections on alignment, and match pipe angle point locations indicated on the Drawings.

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3.3 JOINTING
A. Jointing – General:

1. Join pipe segments and fittings together in accordance with relevant requirement of the Contract Documents, including the Specifications referenced in this Section’s “Laying Pipe” Article.

B. Joining Method – Push-On Mechanical (Gland-Type) Joints:

1. Install in accordance with AWWA/ANSI C111/A21.11.

2. Assemble mechanical joints carefully according to manufacturer’s recommendations.

3. If effective sealing is not obtained, disassemble, thoroughly clean, and reassemble the joint.

4. Do not overstress bolts.

5. Where piping utilizes mechanical joints with tie rods, align joint holes to permit installation of harness bolts.

6. Apply wax tape per C217, Microcrystalline Wax and Petrolatum Tape Coating Systems for Steel Water Pipe and Fittings.

C. Joining Method – Flanged Joints:

1. Install in accordance with AWWA/ANSI C115/A21.15.

2. Extend pipe completely through screwed-on flanged and machine flange face and pipe in single operation.

3. Make flange faces flat and perpendicular to pipe centerline.

4. When bolting flange joints, exercise extreme care to ensure that there is no restraint on opposite end of pipe or fitting which would prevent uniform gasket compression or would cause unnecessary stress, bending or torsional strains to be applied to cast f langes or flanged fittings.

5. Allow one flange free movement in any direction while bolts are being tightened.

6. Do not assemble adjoining flexible joints until flanged joints in piping system have been tightened.

7. Gradually tighten flange bolts uniformly to permit even gasket compression.

D. Joining Method – Mechanical Joints:

1. Thoroughly clean the last 8 inches outside of the spigot and the inside of the bell to remove oil, grit, excess coating, and other foreign matter from the joint and then paint with a thin film of non-toxic, water soluble gasket lubricant.

2. After preparation of the spigot, slip gland onto the spigot end of the pipe with the lip extension of the gland toward the plain end.

3. Paint the rubber gasket with the gasket lubricant and place on the spigot end with the thick edge toward the gland.

4. Push the entire section of the pipe forward to seat the spigot end in the bell, then press the gasket into place within the bell.
a. Locate the gasket evenly around the entire joint.

5. Move the gland toward the bell and center with the gland lip against the gasket. a. Insert all of the bolts and finger tighten nuts.
b. Tighten all nuts with a torque limiting wrench following the range of torque given in AWWA C600.
1) Tighten bolts spaced 180 degrees apart alternately in order to produce an equal pressure on all parts of the gland.

6. Deflect joints scheduled for deflection after joint assembly but before tightening the bolts. a. Maximum deflection for mechanical joints: 50-percent of the manufacturers maximum recommended deflection.

7. Apply wax tape per AWWA C217, Microcrystalline Wax and Petrolatum Tape Coating Systems for Steel Water Pipe and Fittings.

E. Wax Tape Coating System:

1. After installation, coat all buried nuts and bolts with a wax tape coating system in accordance with:

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a. AWWA C217 [NACE International RP0375].
b. Manufacturer’s printed instructions.

2. Cut strips of wax tape and apply them around all bolts and nuts so that there are no voids or spaces under the tape.

3. Apply a sufficient amount of tape to completely encapsulate all bare metal.

F. Cutting:

1. Do not damage interior lining material during cutting.

2. Use abrasive wheel cutters or saws.

3. Make square cuts.

4. Bevel and free cut ends of sharp edges after cutting.

G. Support exposed pipe in accordance with Section 40 05 01 – Common Work Results for Process Piping.

H. Install polyethylene encasement on all buried piping in full compliance to AWWA/ANSI C105/A21.5.

1. Encase underground appurtenances required as part of installation.

2. Clean all material to be wrapped prior to wrapping operations.

3. Do not trap soil or embedment material shall not be trapped between the polyethylene material and the item to be protected during installation.

4. Secure polyethylene encasement at ends, seams, overlaps and folds by adhesive tape or plastic tie straps approved for such purpose.

5. Provide sufficient slack in contouring the encasement around buried items to prevent stretching the material where it bridges irregularities and to prevent damage by backfilling operations.
a. Make sections 2 feet longer than pipe section to be covered.

6. Where tapping polyethylene encased pipe, first wrap location of tap with three layers of polyethylene adhesive tape.
a. Make tap through tape.

7. Slip tube over pipe while pipe is suspended immediately before placing in trench.

8. After installing in trench, pull tube ends over joint and overlap.

9. Fasten securely in-place on each side of each joint with joint tape or strapping.

10. Pull loose tube along pipe barrel up snugly around pipe and fasten in-place with joint tape at 3 feet intervals.

11. Completely cover fittings and connections with film held snugly in -place with joint tape or strapping.

12. Repair cuts, tears, punctures and other damage to the polyethylene material with adhesive tape and a short length of additional polyethylene material, if needed. a. Allow Engineer to inspect all repairs prior to all backfilling activities.

I. Install restrained joint systems where shown on the drawings.

3.4 FIELD QUALITY CONTROL
A. Test piping systems in accordance with Section 40 05 01 - Common Work Results for Process Piping, and requirements of the Specifications cross-referenced in this Section’s “Laying Pipe” Article.

END OF SECTION

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SECTION 33 05 33

HIGH DENSITY POLYETHYLENE PIPE
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Polyethylene pipe.

2. Polyethylene pipe fittings.

B. Related Specification Sections include but are not necessarily limited to:

1. Section 31 23 33 - Trenching, Backfilling, and Compacting for Utilities.

1.2 DEFINITIONS
A. SDR: Standard Dimension Ratio.

B. IPS: Iron Pipe Size.

C. HDPE: High-Density Polyethylene Pipe.

1.3 QUALITY ASSURANCE
A. Persons fusing HDPE pipe shall be currently certified under 49 CFR § 192.285, have qualified experience with fusing HDPE pipe and shall have received a minimum of 20 hours of training for fusing HDPE pipe from pipe supplier or fusing equipment supplier. P roject experience shall include name of project, year project was completed, size of pipeline, length of pipeline, and company installing HDPE.

B. Joint Fusion:

1. Measure and log each joint fusion by an electronic monitoring device (data logger) affixed to fusion machine, and shall be capable of being retrieved electronically. a. Submittal of field hand-written or manually corrected records in pdf format are not considered electronic records.

2. Data to be logged shall include the following for all HDPE:
a. Pipe size and dimensions.
b. Machine model and size.
c. Operator identification.
d. Job identification number.
e. Weld number.
f. Fusion, heating, and drag pressure settings.
g. Heater plate temperature.
h. Time stamp showing when weld was performed.
i. Heating and curing time of weld.
j. Curing temperature readings and time stamps of readings. k. Error messages and warnings for out of range temperature or pressure settings.

3. In addition to logged items above, the following shall be logged or annotated on report:
a. Location of joint being fused by pipeline station.
b. Ambient temperature and humidity.
c. Confirmation that internal HDPE weld bead was removed for sewer force main pipeline.

4. At the end of each day, the results of the welds shall be reviewed. Any joint that exhibits error messages shall be joint tested per ASTM D638.

5. Joint Weld Testing:
a. Test Procedure: ASTM D638.

6. Specimens: Cut pipe 12 inches on each side of field made joint. Rejoin ends and proceed with Work.

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7. Test Frequency:
a. Joints selected at random by Engineer.

8. A minimum of five (5) joint welds shall be inspected each day. Any visual inspection identifying suspect welds shall be tested per ASTM D638.

C. Referenced Standards:

1. American Water Works Association (AWWA)
a. AWWA C906-15: Polyethylene (PE) Pressure Pipe and Fittings, 4 in. through 65 in., for Waterworks

2. ASTM International (ASTM):
a. A53, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.
b. A193/A193M, Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High Temperature or High Pressure Service and Other Special Purpose Applications.
c. A194/A194M, Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both.
d. A197, Standard Specification for Cupola Malleable Iron. e. D638, Standard Test Method for Tensile Properties of Plastics. f. D1248, Standard Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable.
g. D1693, Standard Test Method for Environmental Stress-Cracking of Ethylene Plastics. h. Add or delete as job dictates. Covers plastic pipe intended for natural gas or liquefied petroleum vapor.
i. ASTM D2122: Standard Test Method of Determining Dimensions of Thermoplastic Pipe and Fittings.
j. D2240, Standard Test Method for Rubber Property-Durometer Hardness. k. ASTM D2657: Standard Practice for Heat-Joining Polyolefin Pipe and Fittings. l. F2164, Standard Practice for Field Leak Testing of Polyethylene (PE) Pressure Piping Systems Using Hydrostatic Pressure.
m. F2620, Standard Practice for Heat Fusion Joining of Polyethylene Pipe and Fittings. n. D2683, Standard Specification for Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and Tubing.
o. D3261, Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing.
p. D3350, Standard Specification for Polyethylene Plastics Pipe and Fittings Materials. q. F714, Standard Specification for Polyethylene (PE) Plastic Pipe (SDR PR) Based on Outside Diameter
r. ASTM F2164: Standard Practice for Field Leak Testing of Polyethylene (PE) Pressure Piping Systems Using Hydrostatic Pressure

3. Society for Protective Coatings (SSPC):
a. SP 3, Power Tool Cleaning.

4. Code of Federal Regulations (CFR): Title 49 Part 192.285, Plastic Pipe: Qualifying Persons to Make Joints.

5. Plastics Pipe Institute (PPI):
a. Handbook of Polyethylene Pipe.
b. Technical Note 38 2011, Bolt Torque for Polyethylene Flanged Joints. c. TR 33 2012, Generic Butt Fusion Joining Procedure for Field Joining of Polyethylene Pipe.
d. TN-42 2013 Recommended Minimum Training Guidelines for PE Pipe Butt Fusion Joining Operators for Municipal and Industrial Projects. e. TN-46 2013a, Guidance for Field Hydrostatic Testing Of High Density Polyethylene Pressure Pipelines: Owner’s Considerations, Planning, Procedures, and Checklists

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1.4 SUBMITTALS
A. Manufacturer’s data for all pipe, fittings, flanges, including:

1. Total pipe length

2. Pipe dimensions (including diameter and wall thickness)

3. Pressure class (DR)

4. Color

5. Weight per foot of pipe

6. Recommended minimum bending radius

7. Pipe manufacturers’ joint assembly procedure

8. Methods and procedures for post-installation hydrostatic pipe test

9. Pipe and fusion warranty information

B. All HDPE pipe shall be submitted for Engineer review in a single submittal.

C. Shop Drawings for any shop-fabricated assemblies.

D. Butt-fusion procedures (shall comply with ASTM F2620).

E. Machine-generated reports of each as-built fusion joint as specified in Section 1.3.B of this specification. Fusion report for each fusion joint performed on the project, including joints that were rejected.

F. Certifications:

1. Certification with each delivery that pipe meets or exceeds the requirements of this Specification and applicable Standards.

2. Installer Certifications. See Section 1.3 Quality Assurance.

G. Layout drawings showing placement of pipe within the layout area. Shop drawings shall show anticipated bend radius at pipe entry, pipe support at pipe entry, and extent of open trench tie -in sections.

H. Field quality control documents:

1. Butt-fusion joint quality control documentation.

2. Record documentation that all HDPE welds were removed.

3. Hydrostatic pressure test results.

4. Results of pre-installation testing, including test pressures, durations, procedures, and equipment.

5. Results of post-installation hydrostatic tests, including test pressures, durations, procedures, and equipment.

6. Manufacturer’s Certificate of Compliance Infrared temperature gun product data.

7. Certificates of qualification for field personnel performing the fusing of HDPE pipe.

8. Acknowledgement that products submitted meet requirements of standards referenced.

9. Copies of manufacturer's written directions regarding material handling, delivery, storage, and installation.

10. Certifications of Calibration: Approved testing laboratory certificate if pressure gauge for hydrostatic test has been previously used. If pressure gauge is new, no certificate is required.

11. Test report documentation.

12. Fusion parameters including recommended limits of criteria recorded by data logger.

13. Computer Generated Fusion report recorded by a McElroy Datalogger, or equal, within 48 hours of fusion and prior to pre-installation testing for each joint. The fusion report shall include the following data:
a. Records of butt-fusion of each joint.
b. Date and time
c. Joint number
d. Operator identification
e. Machine type
f. Pipe size and DR

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g. Ambient temperature
h. Interfacial pressure during fusion and cooling
i. Gauge pressure during fusion and cooling
j. Fusion temperature, and heating, fusion, and cooling times.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Pipe Manufacturer: Listed with Plastic Pipe Institute (PPI).

B. All HDPE pipe and fittings shall be from the same manufacturer.

C. Subject to compliance with the Contract Documents, the following manufacturers of PE pipe are acceptable:

1. ISCO.

2. Pipeline Plastics.

3. Or approved equal.

2.2 HDPE PIPING AND FITTINGS
A. General:

1. Provide PE 4710 piping, fittings and appurtenances at the locations shown on Drawings. a. All material shall be manufactured from a PE4710 resin listed with the PPI as TR -4.

The resin material shall meet the specifications of ASTM D3350 with a minimum cell classification of 445474C. HDPE pipe and fittings shall contain no recycled compounds except that generated in the manufacturer’s own plant from resin of the same specification from the same raw material. HDPE products shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions, voids, or other injurious defects. The polyethylene compound shall be suitably protected against degradation by ultraviolet light by means of carbon black of not less than 2 percent. The manufacturer of the HDPE resin shall certify the cell classification indicated.

2. Diameter Ratio (DR) and outside diameter (IPS/DIPS) shall be as specified in the Pipe Schedule. Pipe and fittings 3” and larger shall conform to ASTM F714, while pipe and fittings smaller than 3” shall conform to ASTM D3035.

3. Chlorine resistance testing categorization per ASTM D3350: CC3.

4. Mitered or field fabricated fittings are not allowed, unless otherwise noted on drawings.

5. Provide HDPE for the nominal sizes and lengths shown on the Drawings. Nominal sizes shown on the Drawings are based upon external diameter (OD) of the HDPE pipe.

6. Pipe shall be high molecular weight, high-density polyethylene pipe (HDPE).

7. The material shall have a minimum cell classification of 445474C as described in ASTM D3350.

8. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same specification from the same raw material pipe.

9. Pipe shall be of the same material and class and made in conformance with ASTM F714 and joined in accordance with ASTM D3261 as modified for the specified material.

10. The pipe shall be homogeneous throughout and free of cracks, holes, foreign inclusions, or other injurious defects. Pipe shall be uniform in density and other physical properties.

11. All HDPE pipe shall be sourced from the same supplier.

12. Any pipe not meeting these criteria shall be rejected.

B. Flange Backing Rings, Studs, Nuts, and other Metallic Components:

1. HDPE flanges and backing rings: 316 stainless steel (ASTM A182), min fy = 80 ksi or Monel 400 (ASTM B164), min fy = 50 ksi.

2. Flange studs, nuts and other hardware: 316 stainless steel (ASTM A479), min fy = 80 ksi or Monel 400 (ASTM B164), min fy = 50 ksi.

3. Metallic components that contact each other must be made of the same material.

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C. Installation: Install pipe and fittings in accordance with ASTM F1668 for buried HDPE pipe, and as recommended by the manufacturer.

1. Provide for a maximum deflection of not more than 5%.

2. Pipe segments and fittings shall be joined using fusion butt-welding in accordance with ASTM F2620. Fusion parameters shall be logged and logs shall be submitted.

D. Deflection:

1. After backfilling, each section of pipe shall be checked for deflection by pull ing a mandrel through the pipe.

2. Pipe with deflection exceeding 5% of the inside diameter shall have backfill removed and replaced to provide a deflection of less than 5%.

3. Any repaired pipe shall be retested.

E. Hydrotesting

1. HDPE pipe and fittings shall be hydrotested in accordance with ASTM F2164 after installation.

PART 3 - EXECUTION

3.1 IDENTIFICATION AND INSPECTION
A. Examine the pipe layout area for evidence of rocks, debris, or other objects that could damage the pipe during layout, fabrication, or installation. Remove all such objects and ensure layout area is compatible with Contractor’s operations.

B. Inspect the fabricated pipe string for any defects prior to installation. Repair any defects prior to installation according to manufacturer’s recommendations and in accordance with these Specifications.

C. Identify each length of pipe clearly at intervals of 5 FT or less.

1. Include manufacturer's name and trademark.

2. Nominal size of pipe, appurtenant information regarding polymer cell classification and critical identifications regarding performance specifications, and "NSF" approvals when applicable.

3.2 HANDLING AND STORAGE
A. The Contractor shall provide and use a temporary pipe storage area as needed to protect the pipe prior to installation.

B. Store all pipe materials in accordance with pipe manufacturer’s recommendations until installation.

1. Keep pipe at ambient outdoor temperature.

2. Avoid covering practices that will cause a temperature build-up.

C. Handle all pipe material in accordance with pipe manufacturer’s recommendations. Handle all pipe material carefully to avoid any damage. Gouges, cuts, or scratches that are deeper than 10% of the pipe wall thickness shall be cause for rejection of the dam aged pipe section.

3.3 INSTALLATION
A. General:

1. Install buried pipe as indicated on Drawings.

2. Insure that kinking or excessive bend diameters of the pipe do not occur during the installation process.

3. Ensure that the pipe installed in the trench is firmly supported.

4. Cap all open pipe ends stored at the end of the work day.

5. Remove any cave-in portions of the trench prior to placing sand bagging around the pipe.

6. All installed valves shall be tested in the presence of the Engineer. a. All repairs deemed necessary by the Engineer shall be made by the Contractor.

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7. HDPE pipe and fittings shall be by the same manufacturer. a. The minimum strength of the fittings shall not be less than that of the pipe.

8. Service taps shall be installed as shown on the Drawings.

9. Changes in direction of PE Pipe:
a. Pipe may be cold-bent to minimum radius of 20 times the pipe diameter as it is installed.
b. If fittings or fusions are present in the bend, the minimum recommended cold bending radius is 125 times the outside diameter of the pipe.

10. Remove cutting and threading burrs.

B. Joining Procedures:

1. HDPE pipe joints shall be fused on the surface prior to installation into the trench. a. PE pipe joints 1-1/2 IN and over shall be butt-fused.

2. Fusion joiner must be qualified by type of fusion (i.e., butt fusion, socket fusion or sidewall fusion) and fuse pipe only as qualified.

3. Each joint must be visually inspected inside and outside for damage, dirt, moisture, or any other abnormalities prior to fusing.

4. All joint fusion shall be performed in strict accordance with the manufacturer's specifications.

5. All fusion equipment must be approved by the manufacturer and operated by qua lified and certified operators.
a. Cost for testing and certifying personnel shall be borne by the Contractor.

6. Measure and log each joint fusion by an electronic monitoring device (data logger) affixed to fusion machine.
a. See Sections 1.3 and 1.4 of this Specification Section for data to be electronically logged and transmitted electronically to Engineer.

7. Remove all interior weld beads in all HDPE piping.

C. Joint Fusion Field Quality Assurance:

1. At the end of each day, the results of the welds shall be reviewed. Any joint that exhibits error messages shall be joint tested per ASTM D638.

2. Joint Weld Testing:
a. Test Procedure: ASTM D638.

3. Specimens: Cut pipe 12 inches on each side of field made joint. Rejoin ends and proceed with Work.

4. Test Frequency:
a. Joints selected at random by Engineer.

5. A minimum of five (5) joint welds shall be inspected each day. Any visual inspection identifying suspect welds shall be tested per ASTM D638.

D. Grading Tolerances: +/- 0.1 FT

END OF SECTION

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

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SECTION 33 05 97

TRACER WIRE AND UTILTY DETECTION TAPE
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Requirements for materials and installation of tracer wire for nonmetallic pipe and utility detection tape in trenches for all pipe.

B. Scope

1. The Contractor shall furnish and install a conductive tracer wire on all buried nonmetallic pipe. Tracer wire shall provide a continuous signal path used to determine pipe alignment after installation. Tracer wire shall be in accordance with this Specification Section.

2. The Contractor shall furnish and install a separate utility detection tape on all buried pipe which will act a warning against accidental excavation of buried utilities. Utility detection tape shall be used on all underground pure water and sewer force mains, and related appurtenances. Utility detection tape shall be in accordance with this Specification Section.

C. Related Work Specified Elsewhere

1. The Work of the following Sections applies to the Work of this Section. Work of other Sections of the Specification, not referenced below, shall also apply to the extent required for proper performance of this Work.
a. Section 01010 - Summary of Work
b. Section 33 05 33 – High Density Polyethylene Utility Pipe

1.2 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Commercial Standards: All equipment, products, and their installation shall be in accordance with the following standards, as applicable, and as indicated in each Section:

1. American Society for Testing and Materials (ASTM)

2. American National Standards Institute (ANSI)

3. American Society of Mechanical Engineers (ASME)

4. American Water Works Association (AWWA)

5. American Welding Society (AWS)

6. American Iron and Steel Institute (AISI)

7. National Fire Protection Association (NFPA)
B. The following standards have been referenced in this Section:

ANSI B910/B190M Standard Specifications for Annealed Copper-Clad Steel Wire ANSI B170 Standard Specifications for Oxygen-Free Electrolytic Copper ASTM D1238 Standard Test Method for Melt Flow Rates of Thermoplastics by Extrusion Plastometer
ASTM D882 Standard Test Method for Tensile Properties of Thin Plastic Sheeting

1.3 CONTRACTOR SUBMITTALS
A. The Contractor shall submit manufacturer’s data on materials furnished in accordance with the requirements in the standard specifications and as indicated in individual sections.

B. The Contractor shall submit information containing the following:

1. Manufacturer’s product data.

1.4 QUALITY ASSURANCE
A. Inspection.

1. All tracer wire shall be subject to inspection at the place of manufacture. Defective, damaged, or unsound tracer wire will be rejected.

2. All torn or frayed warning detection tape shall be rejected.

B. Tests: Except where otherwise indicated, all materials used in the manufacture tracer wire and utility detection tape shall be tested in accordance with the applicable specifications and

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standards. The Contractor shall perform all tests at no additional cost to the Owner. Copies of all test reports shall be submitted to the Owner.

1.5 MANUFACTURER'S SERVICE REPRESENTATIVE
A. Where the assistance of a manufacturer's service representative is advisable in order to obtain proper wire placement and connections, the Contractor shall furnish such assistance at no additional cost to the Owner.

1.6 CLEANUP
A. After completion of the work, all remaining tracer wire materials, utility detection tape, and other scattered debris, shall be removed from the site by the Contractor.

PART 2 - MATERIALS

2.1 TRACER WIRE
A. Open-Trench Installation: direct burial #12 AWG Solid (0.0808” diameter), steel core soft drawn tracer wire, 250# average tensile break load, 30 mil high molecular -high density polyethylene jacket complying with ASTM-D-1248, 30 volt rating.

B. Color shall be “blue” for domestic water (potable) pipelines, “green” for sewer pipelines, sewer forcemains, and RO conveyance pipelines, “purple” for raw and recycled water (non -potable) pipelines, and red for electrical conduits . Manufactured by Copperhead Industries part number 1230-SF, or approved equal.

C. Tracer Wire Connectors

1. Splices between pull boxes shall not be accepted.

2. Branch connections for laterals, turnouts, services and appurtenances shall use DryConn Direct Bury Lug Aqua, or approved equal. Approved alternatives must securely connect one or two wires to the main tracer wire without cutting the main tracer wire, effe ctively moisture seal by means of a dielectric non -hardening silicone sealant, manufacturer approved for direct burial and rated for a minimum of 50V.

D. Tracer Wire Grounding

1. Tracer wire shall be properly grounded at all dead ends and stubs. Ground rods should be placed a minimum of 18-1/2 inches deep. Grounding of tracer wire shall be achieved by use of a drive -in magnesium grounding anode rod with a minimum of 20 feet of #14 HDPE copper clad wire connected to anode (minimum weight of 1.0 pound) specifically manufactured for this purpose and buried at the same elevation as the utility. The grounding rod shall be Copperhead 1 .5 Lb., Drive-In Magnesium anode (Part #ANO -1005 with Part #SCB-01SR Connector), or equal.

2.2 UTILITY DETECTION TAPE
A. Tape shall be an inert, non-metallic five ply 100% virgin polyethylene formulated for prolonged underground use that will not degrade when exposed to alkalis, acids , and other destructive substances commonly found in soil.

B. Elongation properties and tensile strength of not less than 7,800 psi shall be in accordance with ASTM D882.

C. Tape shall be colored to identify the type of utility intended for identification. Printed message and tape color shall be as follows:

Printed Message Tape Color
Caution: Waterline Buried Below Blue
Caution: Buried RO Concentrate Below Green
Caution: Recycled Waterline Buried Below Purple
Caution: Sewer Line Buried Below Green
Caution: Buried Force Main Line Below Green
Caution: Cathodic Protection Cable Buried Below Red
Caution: Electric Line Buried Below Red
D. Ink used to print messages shall be permanently fixed to tape and shall be black in color with message printed continuously throughout.

E. Tape shall be minimum 0.00 5-inches or 5 mil thick x 6-inches wide with a printed message on one side.

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PART 3 - EXECUTION

3.1 GENERAL
A. Tracer wire shall be installed on all plastic pipes, laterals, services , conduit, and appurtenances.

The wire shall be installed in such a manner as to be able to properly trace all pipelines and services without loss or deterioration of signal or without the transmitted signal migrating off the tracer wire.

B. Utility detection tape shall be installed on all underground pipe and conduits.

3.2 TRACER WIRE INSTALLATION
A. Tracer wire shall be installed in the same trench with pipe during pipe installation. It shall be secured to the pipe to ensure that the wire remains adjacent to the pipe. The tracer wire shall be securely bonded together at all wire joints with an approved watertight connector to provide electrical continuity, and it shall be accessible at all tracer wire access points.

B. Except for approved spliced -in repair or replacement connections, tracer wire shall be continuous and without splices from each tracer wire access point.

C. The tracer wire system shall be installed as a continuous single wire. No looping or coiling of wire is allowed.

D. Prior to backfill, install tracer wire on top of pipe and secure in place with ties or hitches at maximum 10 -foot intervals in accordance. Run tracer wire continuously along pipe and terminate in access points. Provide no less than 2 0 inches of coiled wire at access points for attachment of pipe locating equipment. Each installed run of pipe shall be capable of being located using the tracer wire. Protect wire insulation from damage during installation and backfilling. Wire insulation that is broken, cut, or damaged shall be replaced.

E. At the point of connection between existing conductive pipes, the tracer wire shall not be connected to the iron pipe. This circumstance shall be treated as a mainline dead -end grounded using an approved waterproof connection to a grounding anode, buried at the same depth as the tracer wire. All such connection points shall be grounded.

F. Where existing tracer wire is encountered on an existing utility that is being extended or tied into, the new and existing tracer wire shall be connected using approved splice connectors, shall be properly grounded at the splice location as specified, and shall be completely waterproof to prohibit corrosion and loss of conductivity.

G. Tracer wire shall be laid flat and securely affixed to the pipe at the twelve o’clock position. The wire shall be protected from damage during the execution of the Work. No breaks or cuts in the tracer wire or tracer wire insulation shall be permitted. At service saddles, the tracer wire shall not be allowed to be placed between the saddle and the main.

H. At all main end caps, a minimum of 6 feet of tracer wire shall be extended beyond the end of the pipe, coiled and secured to the cap for future connections. The end of the tracer wire shall be spliced to the wire of a six pound zinc anode and is to be buri ed at the same elevations as the main. The tracer wire from the end cap shall be brought to a surface into test station box within the public right-of-way for future access.

I. Access valve boxes shall be placed per Drawings.

J. If the pipeline requiring tracer wire is over eight (8) feet deep, special circumstances exist, and the installation method must be submitted to the Owner for approval.

K. Provide as-built stations and offsets from the main line for all tracer wire valve box locations.

L. Branched Connection

1. Connections between the main line tracer wire and branch connection tracer wire shall only be allowed at services, ARVs, blowoffs, and laterals.

2. The branch connection tracer wire shall be a single tracer wire properly spliced to the main line tracer wire. DryConn Direct Bury Lug Aqua water tight connectors, or approved equal, shall be used to provide electrical continuity.

M. Testing Requirements

1. After all of the trench backfill operations are successfully completed, and prior to the final paving, the Contractor shall perform continuity and trace tests on all tracer wire in the presence of the Owner. If the tracer wirer is found to be not continuous after testing, the Contractor shall repair or replace the failed segment of the wire. The Contractor shall be

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responsible for all costs to confirm, locate, and repair any breaks in the tracer wire identified in the continuity test. In addition, the Contractor shall reimburse the Owner for all costs incurred by the Owner in relation to retesting the tracer wire continuity including, but not limited to, inspection and observation. The Contractor is advised to use care in the installation and backfilling operations to prevent damage to the wire. The Contractor shall notify the Owner a minimum of seven (7) working days in writing prior to installation of paving over the pipelines.

N. Repair and Restoration

1. At all repair locations where there is existing tracer wire, the tracer wire shall be properly reconnected and spliced as outlined above.

3.3 UTILITY DETECTION TAPE
A. Tape shall be place at least 12-inches above the top of the pipe and above the pipe zone, above and centered over the utility intended for identification.

B. Tape shall be installed with the printed side up and run continuously along the entire length of the utility intended for identification. Tape shall be installed on the main piping and all appurtenances, laterals, including blowoffs, and air valve assemblies. Tape splices shall overlap a minimum of 24-inches for continuous coverage.

C. Tape shall be installed prior to placement of the Trench Zone Backfill.

END OF SECTION

HDR Project No. 10320913 City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

COMMON WORK RESULTS FOR PROCESS PIPING
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SECTION 40 05 01

COMMON WORK RESULTS FOR PROCESS PIPING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Common work results for buried and exposed process piping, including:
a. Insulating unions.
b. Dielectric flange kits.
c. Water for testing [and disinfection].
d. Field testing of piping.
e. Cleaning of piping.
f. Piping System Schedules.

B. Related Requirements: Sections include, but are not necessarily limited to:

1. Section 31 23 33 - Trenching and Backfilling.

2. Section 40 05 51 - Common Requirements for Process and Utility Valves.

1.2 REFERENCES
A. Terminology:

1. Terminology indicated below are not defined terms and are not indicated with initial capital letters, but when used in this section have the meaning indicated below:
a. “HPC” means high performance coating.
b. “PVDF” means polyvinylidene fluoride.

B. Reference Standards:

1. American Association of State Highway and Transportation Officials (AASHTO):
a. M36, Corrugated Steel Pipe, Metallic-Coated, for Sewers and Drains (Equivalent ASTM A760).
b. M190, Standard Specification for Bituminous Coated Corrugated Metal Culvert Pipe and Pipe Arches.
c. M252, Standard Specification for Corrugated Polyethylene Drainage Tubing. d. M294, Interim Specification for Corrugated Polyethylene Pipe 12 to 24 Inch Diameter.

2. American Iron and Steel Institute (AISI).

3. American Public Health Association (APHA), American Waterworks Association (AWWA), Water Environment Federation (WEF):
a. APHA/AWWA/WEF - Standard Methods for Examination of Water and Wastewater.

4. American Society of Mechanical Engineers (ASME):
a. B16.3, Malleable Iron Threaded Fittings.
b. B16.5, Pipe Flanges and Flanged Fittings.
c. B16.9, Factory-Made Wrought Steel Butt-Welding Fittings. d. B16.22, Wrought Copper and Bronze Solder - Joint Pressure Fittings. e. B16.26, Cast Copper Alloy Fittings for Flared Copper Tubes.

5. Association of Materials Protection and Performance (AMPP) (National Association of Corrosion Engineers (NACE)):
a. NACE SP0286, Electrical Isolation of Cathodically Protected Pipelines.

6. ASTM International (ASTM):
a. A536, Standard Specification for Ductile Iron Castings. b. F2164, Standard Practice for Field Leak Testing of Polyethylene (PE) and Crosslinked Polyethylene (PEX) Pressure Piping Systems Using Hydrostatic Pressure.

7. American Water Works Association/American National Standards Institute (AWWA/ANSI):
a. C110/A21.10, Standard for Ductile-Iron and Gray-Iron Fittings.

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b. C111/A21.11, Standard for Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.
c. C115/A21.15, Standard for Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron Threaded Flanges.
d. Manual M41, Ductile-Iron Pipe and Fittings.

1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Coordinate flange dimensions and drilling between piping, valves, and equipment.

2. Completion of the Work of this Section and Engineer’s acceptance of associated field testing and inspection results is required prior to Contractor requesting inspection for Substantial Completion of the associated Work.

B. Scheduling and Sequencing:

1. Perform required testing prior to installing required coatings, unless otherwise indicated or acceptable to Engineer.

1.4 QUALITY ASSURANCE
A. Qualifications:

1. Installer of Piping:
a. Installer of piping shall be entity possessing not less than five years of similar, relevant experience to the piping Work required under the Contract and shall have completed not less than five projects installing substantively similar piping materials (including lining) of similar size to that required for the Work. Installer shall be able to document having installed not less than 5,000 linear feet combined total of such projects, excluding piping less than six-inch diameter and smaller. b. Foreman for installer of piping shall be person possessing not less than five years of similar, relevant experience serving as foreman or superintendent for installing the piping Work and shall have served as foreman for not less than five projects installing substantively similar piping materials (including lining) of similar size to that required for the Work. Foreman for installer shall be able to document having served as foreman or superintendent for installing not less than 5,000 linear feet combined total of such projects, excluding piping less than six-inch diameter and smaller. c. For each piping installer proposed for employment in the Work, submit documentation of compliance with qualifications requirements of this provision. For each project, indicate owner (including organization name, current contact person knowledgeable concerning installers work, city and state, telephone number, and email address), project designation, and narrative summary of quantities of piping work performed. including indication of sizes, pipe materials, and pipe lining (if any), together with other pertinent information.

1.5 SUBMITTALS
A. Action Submittals: Submit the following:

1. Shop Drawings:
a. Schedule (in tabular format or narrative format)indicating each required piping system, indicating system location, service, pipe material, joint types, pipe lining (if any), pipe coating (if any), and other pertinent data.
b. Fabrication and Layout Drawings:
1) Exterior yard piping drawings (minimum scale 1 inch equals 10 feet) with information including:
a) Dimensions of piping lengths.
b) Invert or centerline elevations of piping crossings. c) Acknowledgement of bury depth requirements.
d) Details of fittings, tapping locations, thrust blocks, restrained joint segments, harnessed joint segments, hydrants, and related appurtenances.

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e) Acknowledge designated valve or gate tag numbers, manhole numbers, instrument tag numbers, pipe and line numbers.
f) Line slopes and vents.
2) Interior piping drawings (minimum scale 1/8 inches equals 1 foot) with information including:
a) Dimensions of piping from column lines or wall surfaces. b) Invert dimensions of piping.
c) Centerline elevation and size of intersecting ductwork, conduit/conduit racks, or other potential interferences requiring coordination. d) Location and type of pipe supports and anchors.
e) Locations of valves and valve actuator type.
f) Details of fittings, tapping locations, equipment connections, flexible expansion joints, connections to equipment, and related appurtenances. g) Acknowledgement of valve, equipment and instrument tag numbers. h) Provisions for expansion and contraction.
i) Line slopes and air release vents.
j) Rough-in data for plumbing fixtures.
3) Schedule of interconnections to existing piping and method of connection.

2. Product Data:
a. Submit manufacturer’s published information, including catalog excerpts, specifications, and indication of specific reference standards with which materials comply, for each item specified in this Section, unless such information is furnished as part of a Submittal under another Specifications section. Furnish such information for each size and type of item required.
b. Clearly mark on product data Submittals proposed items and clearly indicate, via cross - outs or other method, items not proposed for the Work.

3. Testing Plans:
a. On copy of piping schedule submitted with Shop Drawings, indicate proposed field tests for piping, together with proposed test pressures (where applicable), wetting period (when applicable), duration of pipe expansion period (when applicable), duration of timed testing period, and other pertinent information necessary to properly communicate Contractor’s intent to comply with the Contract Documents relative to field testing of piping.
b. Indicate proposed locations and lengths of piping segments for each test, together with indication of proposed dates for such testing.
c. Submit description of proposed testing methods, procedures, and apparatus, indicating limitations of procedures and apparatus, and obtain Engineer’s approval prior to testing. d. For each test,, provide brief, narrative description of how water will be conveyed to and, where necessary, from, the piping being tested, including indication of proposed rate of water withdrawal from source, proposed rate of water discharge from piping after testing, and temporary equipment proposed for use. Where the Contract Documents establish maximum allowable flow rates, clearly indicate how monitoring such compliance will be performed. Where temporary flow meter is proposed or required, include in testing plan copy of current, valid calibration of each flow meter proposed for use.
e. Where potable water will be used for testing, include in testing plan written approval of owner of water utility for use of source and indication of whether water utility or Contractor will furnish and install temporary backflow preventers. Where temporary backflow preventers will be provided by Contractor, include copy of current, valid certification (by duly certified backflow preventer technician) for backflow preventer(s) proposed for use, including indication of specific, identification data for such equipment.
f. Proposed location(s) for discharge of test water, flush water, [and water resulting from disinfection], including copy of approval for such discharge from authority having jurisdiction, where applicable.

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g. Indication of acceptable leakage volume, in accordance with the allowable leakage rates indicated in the “Field Quality Control” Article of this Section. Indicate geometric information on each piping segment that will be tested, relevant to parameters req uired for determining allowable leakage, if any.
h. Indication of disinfection method and sampling method proposed, in accordance with AWWA reference standards indicated in “Part 3 - Execution” of this Section. i. Indication of proposed disinfection chemical, including source of supply and indication of compliance with NSF 60.
j. Indication of name of testing laboratory that will perform water quality sampling and testing. Include copies of relevant certifications of laboratory from authority having jurisdiction.
k. Locations of sampling and means of obtaining water quality samples. l. Proposed laboratory testing methods.
m. Indication of acceptable water quality criteria, in accordance with Laws and Regulations.
n. Include copies of forms proposed for reporting results of field testing of piping. o. Where piping will be filled with water for testing, indicate Contractor’s proposed means and locations for expelling air from piping.
p. Where new piping requiring testing will connect to existing piping (when applicable), indicate means and location of isolating piping requiring testing from existing piping. q. Obtain Engineer’s approval of such Submittal not less than 48 hours before commencing testing. Submit one such Submittal for entirety of piping Work, unless otherwise allowed by Engineer.
r. Engineer’s approval of such Submittal is only for the limited purposes of endeavoring to verify compliance with the Contract Documents, and Engineer’s design intent, relative to determining acceptability of the Work. Engineer’s review, comments upon (or lack thereof), and assignment of disposition to such Submittal does not, in any way, mitigate Contractor’s sole responsibility for construction means, methods, techniques, procedures, and sequences, and associated safety and protection measures.

B. Informational Submittals:

1. Supplier Instructions:
a. Instructions for handling, storing, installing, and placing into operation materials specified in this Section.

2. Field Quality Control Submittals:
a. Results of tests, inspections, and other quality control activities required by the Contract Documents and performed at the Site.

3. Qualifications:
a. Each installer of piping.

C. Closeout Submittals: Submit the following:

1. Operation and Maintenance Data:
a. Submit for pipe and piping system components in accordance with Section 01 78 23 - Operation and Maintenance Data.

2. Record Documentation:
a. Submit record documents of piping layout Shop Drawings showing and indicating changes made during fabrication and installation, in accordance with Contract Modifications, allowance authorizations (if any), and field conditions encountered.

Such Submittal is in addition to record documents required under Section 01 78 39 - Project Record Documents.

HDR Project No. 10320913 City of Camarillo March 2026
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PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Subject to compliance with the Contract Documents, the following manufacturers are acceptable:

1. Insulating unions:
a. "Dielectric" by Epco.
b. Or equal.

2. Dielectric flange kit:
a. PSI.
b. Maloney.
c. Central Plastics.
d. Or equal.

2.2 PIPING SYSTEMS SCHEDULE
A. Piping system materials, fittings and appurtenances are subject to requirements of specific piping systems schedule at the end of “Part 3 – Execution” of this Section.

B. Description:

1. Piping Systems Organization and Definition:
a. Piping services are grouped into designated systems according to the chemical and physical properties of the fluid or slurry conveyed, system pressure, piping size and materials of construction.
b. Comply with the Piping Systems Schedule in “Part 3 – Execution” of this Section.

2.3 COMPONENTS AND ACCESSORIES
A. Insulating Components:

1. Dielectric flange kits:
a. Flat faced.
b. 1/8 inches thick dielectric gasket, phenolic, non-asbestos. c. Suitable for 175 psi, 210 degrees F.
d. 1/32 inches wall thickness bolt sleeves.
e. 1/8 inches thick phenolic insulating washers.

2. Dielectric unions:
a. Screwed end connections.
b. Rated at 175 psi, 210 degrees F.
c. Provide dielectric gaskets suitable for continuous operation at union rated temperature and pressure.

B. Reducers:

1. Furnish appropriate size reducers and reducing fittings to mate pipe to equipment connections.

2. Connection size requirements may change from those shown on Drawings depending on equipment furnished.

C. Protective Coating and Lining:

1. Include pipe, fittings, and appurtenances where coatings, linings, coating, tests and other items are specified.

2. Piping systems scheduled in the PIPING SYSTEM SCHEDULES Article of this Section that are indicated to receive HPC per Section 09 96 00 shall receive surface preparation and primer applied in the fabrication facility, at the coating applicator’s shop, or other off -site location acceptable to the Engineer. Intermediate and topcoats are to be field applied unless noted otherwise.

D. Underground Warning Tape:

1. See Section 33 05 97 – Tracer Wire and Utility Detection Tape.

HDR Project No. 10320913 City of Camarillo March 2026
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E. Valves:

1. See schematics and details for definition of manual valves used in each system under 4 inches in size.
a.

2. See Section 40 05 51 - Common Requirements for Process and Utility Valves.

2.4 WATER
A. Water for Testing:

1. In addition to requirements of this Section, comply with Section 01 51 05 - Temporary Utilities. Among other requirements, Section 01 51 05 - Temporary Utilities indicates responsibility for furnishing water necessary for testing.

2. Comply with reference standards indicated for required types of testing in this Section’s “Field Quality Control” Article, for associated types of pipe, unless otherwise required in the Contract Documents.

3. Sources - General:
a. Where piping to be tested is also required to be disinfected, water for testing shall be potable water in accordance with Laws and Regulations.
b. Where piping to be tested, does not require disinfection, unless otherwise required, water for testing may be potable water or non-potable water. 1) Non-potable water, when used, shall be one of the following: fresh (without brine) surface water, groundwater (where available in sufficient quantity), treated final effluent from a wastewater treatment facility or water reclamation facility, or other, from source acceptable to Engineer (following Engineer’s consultation with Owner or facility manager as applicable). Such water shall be of reasonable quality, free of debris and noticeable biological growth and materials. Water used for testing shall not contain Constituents of Concern in quantity that results in Hazardous Environmental Condition, permanent contamination of the piping tested, or effect detrimental to the Work and operation and maintenance of the facility.

4. Project-Specific Water Source(s):
a. The following may be used as source of water for testing:
1) Fire Hydrant near Southfield Drive. Rate of water withdrawal shall not exceed 500 gallons per minute
b. Do not use water source not acceptable to Engineer (following Engineer’s consultation with Owner or facility manager, as applicable).

5. Limitations on Water Conveyance Rates:
a. In addition to limitation(s), if any, on rate of water withdrawal from source, indicated above, maximum rates of water conveyance through temporary equipment and materials shall:
1) Not result in filling of piping with flow velocity greater than one foot per second. 2) Not cause damage or erosion at point of discharge. Provide appropriate energy - dissipating materials as necessary.
3) Not cause temporary equipment and materials used for conveyance to exhibit undue strain or movement during operation.

6. Temporary Equipment and Materials for Conveyance of Water for Testing :
a. Provide, operate, and maintain temporary equipment and materials necessary for conveying water used for testing [and disinfection], including conveyance to piping and discharge from piping.
b. Sizes, capacity, and materials of temporary equipment shall be suitable for the intended purpose and Contractor’s means, methods, procedures, techniques, and sequences of construction.
c. Provide temporary piping, couplings, valves, pumps, and appurtenances necessary. d. Temporary Flow Meter: Provide on temporary piping used for withdrawing water from source a temporary flow meter, calibrated within the past 12 months by technician certified by flow meter manufacturer, to continuously measure and record flow rate.

During water withdrawal from source, allow Engineer and Owner continuous access to

HDR Project No. 10320913 City of Camarillo March 2026
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temporary flow meter. Supervise and monitor water withdrawal and filling of piping.

Record for each withdrawal: Time water withdrawal commenced and was completed, total volume of water withdrawn, and maximum flow rate recorded during withdrawal process. Include with Submittal of results of testing a copy of flow meter calibration and copy of conveyance monitoring data required in this paragraph.

7. Temporary Backflow Prevention:
a. At each location where potable water is withdrawn for testing, install and use temporary backflow preventer on water source, to prevent contamination of the water source.

PART 3 - EXECUTION

3.1 BURIED PIPING INSTALLATION
A. Unless otherwise shown on the Drawings, provide a minimum of 5 feet and maximum of 8 feet earth cover over exterior buried piping systems and appurtenances.

B. Laying Pipe In Trench:

1. Perform excavation and backfilling in accordance with Section 31 23 33 - Trenching and Backfilling

2. Clean each pipe length thoroughly and inspect for compliance to specifications.

3. Grade trench bottom and lay pipe on trench bottom.

4. Install gasket or joint material according to manufacturer's directions after joints have been thoroughly cleaned and examined.

5. Except for first two joints, before making final connections of joints, install two full sections of pipe with earth tamped alongside of pipe or final with bedding material placed.

6. Lay pipe in only suitable weather with good trench conditions. a. Never lay pipe in water except where approved by Engineer.

7. Seal open end of line with watertight plug if pipe laying stopped.

8. Remove water in trench before removal of plug.

C. Lining Up Push-On Joint Piping:

1. Lay piping on route lines shown on Drawings.

2. Deflect from straight alignments or grades by vertical or horizontal curves or offsets.

3. Observe maximum deflection values stated in manufacturer's written literature.

4. Provide special bends when specified or where required alignment exceeds allowable deflections stipulated.

5. Install shorter lengths of pipe in such length and number that angular deflection of any joint, as represented by specified maximum deflection, is not exceeded.

D. Anchorage and Blocking:

1. Provide reaction blocking, anchors, joint harnesses, or other acceptable means for preventing movement of piping caused by forces in or on buried piping tees, wye branches, plugs, or bends.

2. Place concrete blocking so that it extends from fitting into solid undisturbed earth wall. a. Concrete blocks shall not cover pipe joints.

3. Provide bearing area of concrete in accordance with drawing detail.

E. Install underground hazard warning tape per Section 33 05 97 – Tracer Wire and Utility Identification Tape.

F. Install insulating components where dissimilar metals are joined together.

3.2 CATHODIC PROTECTION
A. Isolate, dielectrically, all piping from all other metals including reinforcing bars in concrete slabs, other pipe lines, and miscellaneous metal.

B. Provide connections from wire or cable by Thermit Cadwelding accomplished by operators experienced in this process.

HDR Project No. 10320913 City of Camarillo March 2026
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C. Install cabling with loop and overhead knot around each pipe and slack equal to at least 50 percent of straight line length.

D. After cadwelding, coat exposed metallic surfaces with hot applied tape.

3.3 FIELD QUALITY CONTROL
A. Field Testing of Piping - General:

1. Test at the Site, following piping installation, all piping, except as expressly indicated otherwise elsewhere in the Contract Documents.

2. When authorities having jurisdiction require that their delegate or representative witness field testing of piping, advise Engineer in writing and authorities having jurisdiction not less than 48 hours prior to the associated testing.

3. Perform testing of piping in presence of Engineer or Owner’s Site Representative.

4. Temporarily remove or protect piping-mounted devices, and devices installed on, in, or inline with piping and piping system appurtenances, such as manholes or chambers subjected to piping system testing, that could be damaged by testing. Upon successful completion of field testing of piping, reinstall devices temporarily removed and remove temporary protections provided for such devices, and verify such devices are in proper operating condition.

5. Provide construction equipment and machinery, apparatus, and services necessary, required, or both, for field testing of piping, including:
a. Test pumps, compressors, hoses, temporary piping, calibrated monitoring and indicating devices, meters, test containers, valves, fittings, and temporary pumping systems required to maintain facility and system operations. b. Temporary bulkheads, bracing, blocking, and thrust restraints.

6. Provide pressurized air when air testing is required and gases when gases are required.

7. Responsibility for providing electricity for field testing of piping, including operating temporary pumps and appurtenances, is addressed in Section 01 51 05 - Temporary Utilities.

When fuel is needed to operate temporary pumps for testing and related operations, provide fuel as necessary.

8. Responsibility for providing water for field testing of piping and related items, such as manholes and chambers (if any), is addressed in Section 01 51 05 - Temporary Utilities.

Contractor shall provide means to convey water for hydrostatic testing into piping being tested.

9. Remedy observed and apparent leaks and remedy piping failing to comply with required acceptance criteria. Retest after implementing remedies until acceptable test results are obtained.

10. Unless otherwise shown or indicated, field testing of piping shall include existing piping systems connecting to new piping being tested. Test existing piping to nearest operable valve. Piping not installed by Contractor failing testing shall be remedied upon issuance of appropriate Contract Modification or allowance authorization (if any).

11. Testing Schedules:
a. Type of testing required, and test pressure (when applicable), are indicated in piping schedules in the Contract Documents, including this Section. b. Unless otherwise indicated, required test pressures are at lowest elevation of piping segment being tested.
c. For piping not indicated in piping schedules in the Contract Documents:
1) Hydrostatically test piping that will convey liquid or slurry at pressure greater than five psig. Provide process air piping test for piping that will convey air or gas under pressure or vacuum, except chlorine gas, which requires separate testing. 2) Use exfiltration testing, low-pressure air testing, or vacuum testing for other piping.
3) Water quality testing (including bacteriological testing) of piping that will convey potable water or water that will be treated to become potable is required promptly following disinfection of such piping.

HDR Project No. 10320913 City of Camarillo March 2026
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d. Test Pressure:

Pipe Line Size
(D)
Specified Test
Pressure
Duration Medium
All sizes 95 psi 4 Hours Water

1) Where piping is required to be field tested under pressure, provide test pressure in accordance with the table above.

12. Scheduling and Sequencing of Field Testing of Piping:
a. Test buried piping after backfilling.

13. Instrumentation Used for Field Testing of Piping:
a. Perform field testing of piping systems that will operate under pressure or vacuum using calibrated pressure or vacuum measuring equipment, as applicable, and calibrated volumetric measuring equipment. Such calibrations shall have been issued not more than 12 months prior to the testing for which they are used. b. Required value of parameter to be measured shall be in upper half of range of the associated item of pressure-, vacuum-, volume-measurement, and other measuring instrumentation used in field testing of piping.

B. Hydrostatic Testing of Piping:

1. Preparation for Testing:
a. For polyethylene pipe, comply with procedures in ASTM F2164, and the Contract Documents. Test duration, including time to pressurize, time for initial expansion, time at test pressure, and time to depressurize, shall not exceed eight hours. If re -testing of a test section or pipeline is required, not less than eight hours shall elapse between tests. b. For other piping, comply with procedures in AWWA Manual M9, and the Contract Documents, except minimum wetting period required immediately prior to testing for asbestos cement pipe shall be 24 hours rather than 48 hours prescribed for concrete pipe. Wetting period is not required for pipe without cement mortar- or concrete-lining. c. Prior to testing, provide adequate thrust restraint and verify joints are properly installed.

2. Test Procedure:
a. Fill piping slowly to minimize air entrapment and surge pressures. Fill rate shall not exceed one foot of pipe length per second in pipe being tested. b. Expel air from piping as necessary. Obtain Engineer’s approval prior to tapping pipe for expelling air.
c. Examine exposed joints and valves and remedy to eliminate visible or otherwise apparent leakage.
d. After required wetting period (if any), add water as necessary to pressurize piping to required test pressure. Maintain test pressure for stabilization period of ten minutes before beginning testing.
e. Polyethylene Pipe: After filling piping, gradually pressurize pipe to test pressure and maintain required test pressure for three hours for pipe to expand. During expansion, add water to maintain required test pressure. Begin timed test period after exp ansion period and complying with other requirements.
f. Timed test period shall not begin until after piping is filled, exposed to required wetting period (if any), air is expelled, and pressure stabilized. g. Timed Test Period: After stabilization period, maintain test pressure for not less than two hours. During timed testing period, add water as necessary to maintain pressure within five psig of required test pressure. For polyethylene pipe, after three-hour expansion period, reduce test pressure by ten psig and do not add water. Test pressure shall remain steady for one hour, indicating no leakage. h. Pump from test container to maintain test pressure. Measure volume of water pumped from test container and record on test report. Record pressure at test pump at 15 -minute intervals for duration of test.

HDR Project No. 10320913 City of Camarillo March 2026
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3. Allowable Leakage Rates: Leakage is defined as the quantity of water supplied to pipe segment being tested to maintain pressure within five psig of test pressure during timed test period. Allowable leakage rates for piping are:
a. No Leakage: Pipe with flanged, welded, fused, threaded, soldered, or brazed joints. b. Rates based on formula or table in AWWA Manual M41:
1) Metal and fiberglass pipe joined with rubber gaskets as sealing members, including the following joint types:
a) Bell and spigot and push-on joints.
b) Mechanical joints.
c) Bolted sleeve type couplings.
d) Grooved or shouldered couplings.
c. Rates based on make-up allowance in AWWA Manual M9:
1) Prestressed concrete cylinder pipe (AWWA C301), other types of concrete pressure pipe (AWWA C300, AWWA C302, and AWWA C303), and other types of concrete pipe joined with O-ring rubber gasket sealing members. d. Rates based on formula or table in AWWA C605:
1) Plastic pipe joined with O-ring gasket sealing members.

4. Record date, time, and location of each test, indicating piping segment tested, general description of apparatus used, pressure and leakage measurements obtained, remarks concerning conditions encountered during testing of each pipe segment, whether each p ipe segment successfully passed the test, and names and employers of individuals performing and witnessing such testing. Furnish such results as Submittal.

C. “Out-of-Roundness” Deflection Testing for Thermoplastic, Polyethylene, and FRP Pipe:

1. Not sooner than 60 days following completing backfilling, check each section of pipe for “out-of-roundness” deflection.

2. Test Procedure:
a. Mandrel: Use rigid ball or mandrel for testing, which shall have diameter of at least 90 percent of base inside diameter or average inside diameter of piping, depending on which is specified in applicable ASTM standard, including appendix, to which pipe is manufactured. Perform test without mechanical pulling devices.

3. Test Results:
a. If measuring device passes through pipe without obstruction, piping passes the test. b. When pipe fails testing, re-excavate and replace piping that failed test. Re-perform testing until acceptable results are obtained.
c. Record date, time, and location of each test, indicating piping segment tested, general description of measuring device used, remarks concerning conditions encountered during testing of each pipe segment, whether each pipe segment successfully passed the test, and names and employers of individuals performing and witnessing such testing.

Furnish such results as Submittal.

3.4 CLEANING
A. Cleaning of Piping:

1. Cleaning of Piping – General:
a. Clean interior of piping systems thoroughly before installing. b. Before jointing piping, thoroughly clean and wipe joint contact surfaces and properly dress and make joints.
c. For piping requiring disinfection that has not been kept clean during storage and handling, swab interior of each section and contact surfaces of joints, before installation, with five percent sodium hypochlorite solution. d. Maintain pipe in clean condition during installation. e. Cap or plug openings in pipe at end of each workday. Prevent entry of dirt, dust, particulates, water, humans, animals, and insects.
f. Following installation, piping 20-inch diameter and larger shall be inspected from inside and debris, dirt, and foreign matter removed.

HDR Project No. 10320913 City of Camarillo March 2026
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g. Following installation, thoroughly clean all piping, including flushing with water, dry air, or inert gas as required, in appropriate manner, prior to placing in service .

3.5 LOCATION OF BURIED OBSTACLES
A. Furnish exact location and description of buried utilities encountered and thrust block placement.

B. Reference items to definitive reference point locations such as found property corners, entrances to buildings, existing structure lines, fire hydrants and related fixed structures.

C. Include such information as location, elevation, coverage, supports and additional pertinent information.

D. Incorporate such information on Record Drawings required under Section 01 78 39 - Project Record Documents.

3.6 PIPING SYSTEM SCHEDULES
A. Piping System 16 – Buried Pipe for Sanitary Sewerage and Combined Sewerage Service:

1. General:
a. Piping symbol and service:
1) FM – Force Main Sewer (conveying either sanitary sewage or combined sewage). b. Field Tests and Inspections:
1) Force Main Sewers:
a) Hydrostatic testing of piping that will operate under pressure 95 psig. b) Test procedures are indicated in this Section’s “Field Quality Control” Article. c. Gaskets:
1) As indicated in the Specifications for required pipe material.

2. System components:
a. Comply with the Specifications for the required pipe material in Division 33 – Utilities.

B. Piping System 23 –Ductile Iron Sanitary Sewer Piping:

1. Ensure piping under System 23 is clearly differentiated from other, similar piping, such as Piping System 1 and Piping System 16, in the Contract Documents. General:
a. Piping symbol and service:
1) FM – Force Main Sewer
b. Field Tests and Inspections:
1) Force Main Sewers:
a) Hydrostatic testing of piping that will operate under pressure 95 psig. b) Dielectric potential testing of metallic piping (for metallic piping only) . c) Test procedures are indicated in this Section’s “Field Quality Control” Article. c. Gaskets:
1) Push-on joints: Neoprene.

2. System components:
a. Pipe size 3 inches to 48 inches:
1) Buried service:
a) Materials: Ductile iron, Class 200.
b) Reference: AWWA/ANSI C151/A21.51.
c) Lining: Cement.
d) Coating: Bituminous.
e) Fittings:
(1) Either AWWA/ANSI C110/A21.10 ductile or gray iron.
f) Joints: Flanged.

3.7 SERVICE SYSTEM SUMMARY
A. Service Systems as defined in the Drawings.

END OF SECTION

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

COMMON REQUIREMENTS FOR PROCESS AND UTILITY VALVES
40 05 51 - 1
SECTION 40 05 51

COMMON REQUIREMENTS FOR PROCESS AND UTILITY VALVES
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Valving and valving appurtenances.

B. Related Sections include but are not necessarily limited to:

1. Section 40 05 62 - Plug Valves.

1.2 REFERENCES
A. Definitions:

1. The following are definitions of abbreviations used in this Specification Section or one of the individual valve sections:
a. CWP: Cold water working pressure.
b. SWP: Steam working pressure.
c. WOG: Water, oil, gas working pressure.
d. WWP: Water working pressure.

B. Referenced Standards:

1. American Society of Mechanical Engineers (ASME):
a. B1.20.1, Pipe Threads, General Purpose.
b. B16.1, Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250. c. B16.18, Cast Copper Alloy Solder Joint Pressure Fittings.

2. ASTM International (ASTM):
a. A126, Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings.
b. D256, Standard Test Methods for Determining the Izod Pendulum Impact Resistance of Plastics.
c. D638, Standard Test Method for Tensile Properties of Plastics. d. D648, Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position.
e. D695, Standard Test Method for Compressive Properties of Rigid Plastics. f. D2240, Standard Test Method for Rubber Property-Durometer Hardness.

3. American Water Works Association (AWWA):
a. C207, Standard for Steel Pipe Flanges for Waterworks Service - Sizes 4 inches through 144 inches.
b. C500, Standard for Metal-Seated Gate Valves for Water Supply Service. c. C504, Standard for Rubber-Seated Butterfly Valves.
d. C507, Standard for Ball Valves, 6 inches through 48 inches (150 mm through 1200 mm).
e. C509, Standard for Resilient-Seated Gate Valves for Water Supply Service. f. C550, Standard for Protective Coatings for Valves and Hydrants. g. C606, Standard for Grooved and Shouldered Joints.

4. American Water Works Association/American National Standards Institute (AWWA/ANSI):
a. C111/A21.11, Standard for Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.

5. National Electrical Manufacturers Association (NEMA):
a. 250, Enclosures for Electrical Equipment (1000 Volts Maximum). b. MG 1, Motors and Generators.

6. National Fire Protection Association (NFPA):

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

COMMON REQUIREMENTS FOR PROCESS AND UTILITY VALVES
40 05 51 - 2
a. 70, National Electrical Code (NEC).

1.3 SUBMITTALS
A. Action Submittals:

1. Shop Drawings:
a. Submit valve shop drawings.

2. Product technical data including:
a. Acknowledgement that products submitted meet requirements of standards referenced. b. Manufacturer's installation instructions.
c. Valve pressure and temperature rating.
d. Valve material of construction.
e. Special linings.
f. Valve dimensions and weight.
g. Valve flow coefficient.

B. Informational Submittals:

1. Test reports if required in the individual valve specification.

C. Closeout Submittals:

1. Operation and Maintenance Data:
a. Submit in accordance with Section 01 78 23 - Operation and Maintenance Data.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Subject to compliance with the Contract Documents, refer to individual valve Specification Sections for acceptable manufacturers.

2.2 MATERIALS
A. Refer to individual valve Specification Sections.

2.3 FABRICATION
A. End Connections:

1. Provide the type of end connections for valves as required in the Piping Schedules presented in Section 40 05 01 or as shown on the Drawings.

2. Comply with the following standards:
a. Threaded: ASME B1.20.1.
b. Flanged: ASME B16.1, Class 125 unless otherwise noted or AWWA C207. c. Bell and spigot or mechanical (gland) type: AWWA/ANSI C111/A21.11. d. Soldered: ASME B16.18.
e. Grooved: Rigid joints per Table 5 of AWWA C606.

B. Refer to individual valve Specification Sections for specifications of each type of valve used on Project.

C. Nuts, Bolts, and Washers:

1. Wetted or internal to be bronze or stainless steel.
a. Exposed to be zinc or cadmium plated.

2. Buried:
a. Tee-Head bolts for mechanical joints: Per AWWA/ANSI C111/A21.11. b. Other bolts and nuts: ASTM A307
c. Wax Tape Coatings per AWWA C217.

3. Exposed: Mechanical galvanized ASTM B695, Class 40.

4. Heads and dimensions per ASME B1.1.

5. Threaded per ASME B1.1.

6. Project ends 1/4 to 1/2 inches beyond nuts.

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

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D. On Insulated Piping: Provide valves with extended stems to permit proper insulation application without interference from handle.

E. Epoxy Interior Coating: Provide epoxy interior coating for all ferrous surfaces in accordance with AWWA C550.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install products in accordance with manufacturer's instructions.

B. Painting Requirements: Comply with Section 09 96 00 for High Performance Industrial Coatings.

C. Setting Buried Valves:

1. Locate valves installed in pipe trenches where buried pipe indicated on Drawings.

2. Set valves and valve boxes plumb.

3. Place valve boxes directly over valves with top of box being brought to surface of finished grade.

4. Install in closed position.

5. Place valve on firm footing in trench to prevent settling and excessive strain on connection to pipe.

6. After installation, backfill up to top of box for a minimum distance of 4 feet on each side of box.

D. Support exposed valves and piping adjacent to valves independently to eliminate pipe loads being transferred to valve and valve loads being transferred to the piping.

E. For grooved coupling valves, install rigid type couplings [or provide separate support to prevent rotation of valve from installed position].

F. Wax Tape Coating System:

1. After installation, coat all buried nuts and bolts with a wax tape coating system in accordance with:
a. AWWA C217.
b. Manufacturer’s printed instructions.

2. Cut strips of wax tape and apply them around all bolts and nuts so that there are no voids or spaces under the tape.

3. Apply a sufficient amount of tape to completely encapsulate all bare metal.

G. For threaded valves, provide union on one side within 2 feet of valve to allow valve removal.

H. Install valves accessible for operation, inspection, and maintenance.

3.2 FIELD QUALITY CONTROL
A. Wax Tape Coating Testing:

1. Inspect each wax tape-wrapped component.
a. Verify primer was applied to substrate surfaces.
b. Ensure the wax tape has fully encapsulated all portions of the substrate. c. Ensure that the wax tape is in intimate contact with the substrate. d. Verify that the wax tape has been applied to the specified thickness.

2. Do not backfill until this inspection is complete and the wax tape application is approved by the Engineer.

3.3 VALVE SCHEDULE

City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

COMMON REQUIREMENTS FOR PROCESS AND UTILITY VALVES
40 05 51 - 4
Valve Tag Service1 Type Size
(dia),
Inche
s
Actuator
2 Voltage /
Phase3
Supply
Pressure,
PSI4
Open /
Close or
Modulating
5 Comment

FM Plug 24 M - - O/C

1. FM = Force Main

2. M = Manual, E = Electric, P = Pneumatic[, H = Hydraulic]

3. 480 = 480V, 3P, 60 HZ; 120 = 120V, 1P, 60 HZ; electric actuators only

4. Pneumatic [and hydraulic] actuators only

5. O/C = Open/Close, MOD = modulating

END OF SECTION

HDR Project No. 10320913 City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

PLUG VALVES
40 05 62 - 1
SECTION 40 05 62

PLUG VALVES
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Plug valves.

B. Related Specification Sections include but are not necessarily limited to:

1. Section 40 05 51 - Common Requirements for Process and Utility Valves.

1.2 QUALITY ASSURANCE
A. Referenced Standards:

1. American Society of Mechanical Engineers (ASME):
a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125 and 250.

2. ASTM International (ASTM):
a. A126, Standard Specification for Gray Iron Castings for Valves, Flanges and Pipe Fittings.
b. A536, Standard Specification for Ductile Iron Castings. c. D2240, Standard Test Method for Rubber Property-Durometer Hardness.

3. American Water Works Association (AWWA):
a. C517 Resilient-Seated Cast-Iron Eccentric Plug Valves

1.3 SUBMITTALS
A. Shop Drawings:

1. See Specification Section 40 05 51.

B. Contract Closeout Information:

1. Operation and Maintenance Data:
a. Submit operation and maintenance data, required by the Contract Documents.

Include all pertinent instructions, as-constructed drawings as applicable, bills of materials, technical information, installation and handling requirements, maintenance and repair instructions, and other information required for complete, accurate, and comprehensive data for safe and proper operation, maintenance, and repair of Plug Valves. Include in manual specific information required in the Specification Section for the material or equipment, data required by Laws and Regulations, and data required by authorities having jurisdiction.

2. See Specification Section 40 05 51.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Subject to compliance with the Contract Documents, the manufacturers listed under the specific valve types are acceptable.

2.2 NON-LUBRICATED ECCENTRIC PLUG VALVES [(SEWAGE APPLICATIONS)] A. Manufacturers:

1. DeZurik.

2. Henry Pratt.

3. Millikin.

4. ValMatic.

HDR Project No. 10320913 City of Camarillo March 2026
Camarillo Pleasant Valley Road Force Main SS-5037-1 Camarillo Sanitary District

PLUG VALVES
40 05 62 - 2
B. Materials:

1. Body: Cast-iron ASTM A126, Class B.

2. Plug: One or two-piece construction ductile iron, ASTM A536 65-45-12 or cast iron, ASTM A126 Class B.

3. Plug facing: Grease and/or petroleum-resistant resilient Neoprene or Buna-N compound, 70 Type A durometer hardness per ASTM D2240.

4. Shaft bearing bushings: Permanently lubricated TFE or Delrin sleeve type stainless steel or bronze.

5. Valve seats: Welded-in overlay of 90% nickel, (minimum 1/8 inches thick).

6. Stem seal: per AWWA C517, Section 4.4.7.

7. Plug Valve will be buried, must be manufactured specifically to be installed underground.

2.3 ACCESSORIES
A. Refer to Drawings and valve schedule for type of actuator.

1. Furnish actuator integral with valve.

B. Refer to Specification Section 40 05 51 for actuator requirements.

2.4 DESIGN REQUIREMENTS
A. Non-Lubricated Eccentric Plug Valves (Wastewater):

1. Port area:
a. Valves 4 inches through 20 inches: Equal to or exceed 80% of full pipe area. b. Valves greater than 20 inches: 100% equivalent full pipe area.

2. Valve body: Fitted with bolted bonnet.

3. End connections: See Specification Section 40 05 51.

4. Stem seal: Adjustable and replaceable without disassembling valve or bonnet.

5. Designed for seating drip tight in any flow direction.

6. Rating:
a. 1/2 through 12 inches, 175 psi working pressure.
b. 14 through 36 inches, 150 psi working pressure.
c. Three-way valves, 125 psi working pressure.

7. Actuator:
a. Actuator gearing in enclosure suitable for running in oil with seals on shaft to prevent entry of dirt or water.
b. Positive identification on actuator indicating valve position. c. Adjustable stop to set closing torque.

2.5 FABRICATION
A. See Specification Section 40 05 51.

PART 3 - EXECUTION

3.1 INSTALLATION
A. See Specification Section 40 05 51.

B. Install valves with valve stem horizontal, plug seat on inlet side and with plug rotating up into the open position for valves in horizontal lines.

C. Install valve with actuator above pipe or plug centerline.

D. Install riser and traffic-rated enclosure providing access to valve actuator.

END OF SECTION

Camarillo Sanitary District
Public Works Department
Capital Projects
Pleasant Valley Road
Sewer Force Main – Phase 1
Project No. SS-5037-1
PLANS

1 HORIZONTAL DATUM

BASIS OF BEARINGS

BENCHMARK

UTILITY INFORMATION
FORCE MAIN CONTRACTOR SHALL NOTIFY ALL UTILITY AGENCIES A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED TO:

UNDERGROUND SERVICE ALERT (USA) 811

CITY OF CAMARILLO
MIKE KANG (PROJECT MANAGER) 805-383-5628
SANITARY DEPARTMENT 805-388-5332
WATER DEPARTMENT 805-388-5373
CITY INSPECTION 805-388-5383
POLICE DEPARTMENT 805-388-5100

SOUTHERN CALIFORNIA GAS COMPANY
PHILLIP WRIGHT 818-700-3618 [email protected]

SOUTHERN CALIFORNIA EDISON COMPANY
SCE PLANNING SUPERVISOR 805-654-7215

CHARTER COMMUNICATIONS
SHAWN RIGGS (CONSTRUCTION MANAGER) 805-732-9355
CENTURY LINK (FILE # 151438CA)
CALEB KING 918-547-0007
SPRINT
JEFFREY YORK 949-773-6227 [email protected]

VERIZON / MCI FACILITY
ALLEN NAGEL 951-202-6068

AT&T CALIFORNIA
JODY RIEHL 805-583-6500

AT&T (PACIFIC BELL)
JIMMY LUONG (PROJECT MANAGER) 626-264-2770

FRONTIER ENGINEERING
JASON EISEL 805-233-1472 [email protected]

CALLEGUAS MUNICIPAL WATER DISTRICT
GENET ZIMMERMAN 805-579-7148
UNION PACIFIC RAILROAD (UPRR) UPRR FOLDER NO. 3314-13
RAILPROS FIELD SERVICES 682-223-5271 [email protected] THOMAS LEDDY (Real Estate) [email protected]
CHRIS SIMONE (Rail Pros) 702-994-3726
G-01

PROJECT SITE

PLEASANT VALLEY RD

S LAS POSAS RD

SOUTHFIELD RD

RAILROAD TRACKS

S LEWIS RD
34 101
E 5th ST
SHEET # GENERAL
1 G-01 TITLE SHEET
2 G-02 INDEX MAP AND GENERAL NOTES (1 OF 2)
3 G-03 GENERAL NOTES (2 OF 2)
CIVIL
4 C-01 PLAN AND PROFILE STA. 1+00 TO STA. 4+15 5 C-02 CIVIL DETAILS-1

CAMARILLO SANITARY DISTRICT
PUMP STATION NO. 3

CITY OF CAMARILLO

CAMARILLO SANITARY DISTRICT

PLEASANT VALLEY ROAD
SEWER FORCE MAIN - PHASE 1
PROJECT NO. SS-5037-1

CAMARILLO SANITARY DISTRICT

VICINITY MAP LOCATION MAP

PLEASANT VALLEY ROAD
SEWER FORCE MAIN - PHASE 1

HDR ENGINEERING, INC
625 E SANTA CLARA STREET, #100
VENTURA, CA 93001
WWW.HDRINC.COM

TITLE SHEET

TRANSPORTATION ENGINEER
04 / 21 / 2026
04 / 17 / 2026
04 / 16 / 2026
04 / 16 / 2026
04 / 16 / 2026
04 / 24 / 2026
04 / 23 / 2026
04 / 23 / 2026
\\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\\\\\\\\\\\\\\\\\\\
Crop FieldGround Obscured
TSPBWV

TSPBTSPBTSPBTSPBELPB TSPBTSPBWVWVWVWVWVAVAVTSPBOHW
OHW

OHE OHE OHEOHEOHEOHEOHEOHEOHE
OHW
OHWOHW OHWOHWOHWOHWOHWOHWOHW212TSPB PLEASANT VALLEY RD1+002+003+004+00

LAS POSAS ROAD
2 INDEX MAP & GENERAL NOTES(1 OF 2)

ABBREVIATIONSABANDONEDASPHALT CONCRETEANGLE POINTASSESSOR'S PARCEL NUMBERAMERICAN WATER WORKSASSOCIATIONBOTTOMCUBIC FEET PER SECONDCATCH BASINCLEARCLEAN OUT (SEWER)CONCRETECONSTRUCTIONCATHODIC PROTECTIONCAMARILLO SANITARY DISTRICTCENTERLINECENTERLINE INTERSECTIONDEPTHDIAMETERDUCTILE IRON PIPEDIMENSION RATIODRAWINGEASTING, EASTEDGE OF PAVEMENTEASEMENTEXISTINGFIRE HYDRANTFLANGEFORCE MAINFOOT PER SECONDGASSEWER HOUSE CONNECTIONHIGH DENSITY POLYETHYLENEHORIZONTALINSIDE DIAMETERINVERT ELEVATIONLATERALLINEAR FEETMANHOLEMINIMUMNORTHING, NORTHNOT TO SCALEOUTSIDE DIAMETEROVERHEAD ELECTRICPOINT OF CURVATUREPOINT OF INTERSECTIONPROPERTY LINEPLATEPOWER POLEPROPOSEDPOUNDS PER SQUARE INCHPOINT OF TANGENCYPOLYVINYL CHLORIDEFLOW RATEPAVEMENTRADIUSRIGHT-OF-WAYSLOPE (GRADIENT OF PIPELINE),SOUTHSOUTHERN CALIFORNIA EDISONSTORM DRAINSHEET ABANDACAPAPNAWWABOTCFSCBCLRCOCONCCONSTCPCSDC/LC/L INTdDIADIPDRDWGEEPESMNTEX /EXTFHFLGFMfpsGHCHDPEHORIZ/HID/DINVLATLFMHMINNNTSODOHEPCPIP/LPLTPPPROPPSIPTPVCQPVMTRR/W OR ROWSSCESDSHT SD

EXISTING GAS LINE AND GASLINE LABEL
6" W 8" SS

PLEASANT VALLEY ROAD
HOUSE NUMBER & ASSESSOR'SPARCEL NUMBERSLSL975
ROAD CENTERLINE ANDSTREET NAMERIGHT-OF-WAYLOTCURBEXISTING WATERMAINEXIST. SEWER LINE, SEWERLINE LABEL, AND SSMHEXIST. GAS LATERAL SERVICEEXIST. SEWER LATERAL / SERVICEEXISTING STORM DRAIN LINE,SDMH, AND SD CATCH BASINSTREET LIGHT AND CONDUITCB 3" G
STATIONING (CENTERLINE INDESIGN FILE)10 11

DETAIL NUMBERDETAIL SHEET

HCGSSMHR/W
APN: 160-0-030-355

UNDERGROUND ULTITY LEGENDSYMBOLS

GENERALCIVILDISCIPLINE DESIGNATOR & DISCIPLINE ORDERGC
G-02DISCIPLINE DESIGNATORDRAWING NUMBERKEY NOTE NUMBERKEY NOTE DESIGNATION# G-02PLEASANT VALLEY ROADSEWER FORCE MAIN - PHASE 1
HDR ENGINEERING, INC625 E SANTA CLARA STREET, #100VENTURA, CA 93001WWW.HDRINC.COM

CAMARILLO SANITARY DISTRICT
CSD PUMPSTATION #3
\\\ \\\

SIGNALSANITARY SEWER MANHOLESANITARY SEWERSANITARY SEWER FORCE MAINSTANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTIONSTAINLESS STEELSTATIONSTANDARDSTEELTELEPHONETOP OF PIPETYPICALUNKNOWNUPSTREAMVELOCITYVITRIFIED CLAY PIPEVERTICALWESTWATER METERWATER SERVICE

SIG/SLSSMHSSSSFMSSPWCSSTSTASTDSTLTELTOPTYPUNKU/SVVCPVERT/VWWMWS \\\ \\\
DH-1PH-1
5 04 / 24 / 2026
04 / 23 / 2026

GENERAL NOTES
3 GENERAL NOTES (2 OF 2)G-03PLEASANT VALLEY ROADSEWER FORCE MAIN - PHASE 1 HDR ENGINEERING, INC625 E SANTA CLARA STREET, #100VENTURA, CA 93001WWW.HDRINC.COM

CAMARILLO SANITARY DISTRICT

STANDARD SEWER NOTESGENERAL CONSTRUCTION NOTES
5 (ADDITIONAL) SURVEY NOTES
04 / 24 / 2026
04 / 23 / 2026
E
E
E
24'' SS 18'' SS18'' SS18'' SS18'' SS18'' SS21'' SS8'' SS8'' SS8'' SS 30'' SS FM30'' SS FM30'' SS FM30'' SS FM30'' SS FM30'' SS FM20'' ABAND SS20'' ABAND SS20'' ABAND SS M
E EE
24'' SD18'' SD18'' SD
+++++++
\\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Crop FieldGround Obscured
SCO
SMHSMH
SMH77.68 RIM64.48 INV 36" (N)64.50 INV 36" (S)
SMH76.75 RIM65.16 INV 36" (N)65.23 INV 30" (S)65.16 INV 24" (W)SMH77.30 RIM70.13 INV 8" (W)70.34 INV 18" (E)SMH76.79 RIMUTIL VAULT67.23 INV 8" (E) \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 36" SS 60'PLEASANT VALLEY RD
30'30'
1 R/WSTA 1+36.80 PI45-DEG3STA 1+55.14 PC
STA 2+01.18 PT

STREET C/L
R/WSTA 1+46.75 BC

EXISTING DRIVEWAY,MAINTAIN ACCESSAND LINE OF SIGHTPER CAMARILLOSTREET ORDINANCE 2+003+004+00
STA 1+00.00BEGIN SSFM
8 8

EX EP

EX EP

EX STRIPINGDH-1

PROP EPBY OTHERS
PROP EPBY OTHERS9 5 2
STA 3+32.47 PCSTA 3+36.05 PTSTA 3+91.14 PCSTA 3+94.72 PTAPN 230-0-052-150 S88°57'42"E8681.32'16'

12.5'4
STA 1+05.75PLUG VALVE11
PH-4PH-6
PH-8PH-7
STA 1+08.7514" TEE12 PH-5PH-2PH-1
PH-3
PH-9
STA 4+15.00END SSFM6
CAUTION: OVERHEADELECTRIC
CAUTION: OVERHEADELECTRIC7 10WORK LIMITS
CAUTION: 8" GAS LINESEE NOTE 3
5560
70 80
5560
70 80
0+501+001+502+002+503+003+504+004+505+00
8" SSINV 68.10

EXISTING GRADEABOVE PIPE CENTERLINE
268.23' LF 26" OD HDPE DR 2146.75' LF 24" DIP PRESSURE CLASS 200 FUTURE 5'X3'BOX CULVERT
STA 1+05.75, INV 69.26STA 1+00.00, INV 69.2424" PLUG VALVE24" BLIND FLANGE STA 2+00.93, INV 70.48
STA 1+46.75, INV 69.4026"X24" REDUCER,HDPE ADAPTER
STA 1+25.17, BTM 72.33
8" GAS INV = 72.76
S=-2.29%

FINISH SURFACEABOVE PIPE CENTERLINE(BY OTHERS)
S=-0.40%24" SD INV 72.98
STA 4+15.00, INV 71.3326" HDPE FLANGEADAPTER ANDBLIND FLANGE 12" CLRMIN
STA 1+08.75, INV 69.7314" TEE
S=-0.36%
18" SD INV 72.5818" SD INV 72.57
STA 1+55.14, INV 69.43
SEE NOTE 7
BACKFILL WITH 2-SACK SLURRYBETWEEN PIPE SPRINGLINESSEE NOTE 7 SEE NOTE 7
STA 1+36.80, INV 69.3745-DEG
STA 1+13.97, INV 73.78ELEC CNDSTA 1+75STA 2+75
8" PVC SEWER INBACKGROUND,PROTECT IN PLACE
POTHOLE TABLEUTILITYDIAM/MATERIALTOP OF PIPE ELEVNORTHINGEASTINGPH-1SSFM BYPASS14" / DUCTILE IRON-PH-2SSFM MAIN24" / DUCTILE IRON-PH-3SSFM BYPASS14" / DUCTILE IRON-PH-4ELECTRIC CNDCONC DUCT-PH-5SSFM MAIN30" / DUCTILE IRON-PH-6GAS8" / UNK-PH-7SSFM MAIN30" / DUCTILE IRON-PH-8GRAVITY SEWER8" / PVC-PH-9ABND SANITARYSEWER20" / STEEL- WORK AREA LIMITS TABLENORTHINGEASTING1234567891011

1.INSTALL 26" OD HDPE DR21 PER CSD STD PLT 12 AND 23. INSTALL TRACER WIRE, GROUNDROD, AND DETECTION TAPE PER SPECIFICATION 33 05 97. BACKFILL, TRENCHING, ANDCOMPACTION PER PROJECT SPECIFICATIONS.2.REMOVE 20" ABANDONED STEEL SEWER FORCE MAIN. PROVIDE 2' CONCRETE PLUG IN ENDSOF SECTIONS TO REMAIN.3.INSTALL 24" DI 45-DEG ELBOW (FLG X FLG).4.INSTALL 26" HDPE FLANGE ADAPTER WITH 316 SST BACKER RING (HDPE X FLG) WITH 26" X 24"DI REDUCER.5.INSTALL 24" DUCTILE IRON PIPE (FLG X FLG), CLASS 200.6.INSTALL 26" HDPE FLANGE ADAPTER WITH 316 SST BACKER RING (HDPE X FLG) AND 26" BLINDFLANGE.7.INSTALL 24" DUCTILE IRON BLIND FLANGE.8.PROTECT IN PLACE EXISTING POWER POLE.9.3'X5' PRECAST CULVERT, IMPROVEMENTS BY CITY PROJECT ST-5006 BIKE LANESCONTRACTOR. COORDINATE WITH BIKE LANES CONTRACTOR TO INSTALL FORCE MAINPIPELINE AFTER EXISTING CULVERT DEMOLITION AND BEFORE PROPOSED CULVERTINSTALLATION.10.INSTALL TRACER WIRE TEST BOX FOR SANITARY SEWER FORCE MAIN PIPELINE, SEE CSDSTANDARD PLATE 16 FOR RISER FRAME AND COVER DETAILS.11.INSTALL 24" FULL-PORT NON-LUBRICATED PLUG VALVE (INSTALL CLOSED POSITION), CAN ANDVALVE RISER PER CSD STANDARDS. REFER TO SPECIFICATION 40 05 62.12.INSTALL 24"X14" DUCTILE IRON REDUCING TEE WITH DUCTILE IRON BLIND FLANGE ON 14"BRANCH.CSD PUMP STATION NO. 3 PLANSCALE: 1" = 40'

CONSTRUCTION NOTESX
SEWER FORCE MAIN PROFILEHORIZ SCALE: 1" = 40'VERT SCALE: 1" = 4' PLEASANT VALLEY ROADSEWER FORCE MAIN - PHASE 1
HDR ENGINEERING, INC625 E SANTA CLARA STREET, #100VENTURA, CA 93001WWW.HDRINC.COM CAMARILLO SANITARY DISTRICTPLAN AND PROFILESTA. 1+00 TO STA. 4+15C-01 4 AC-02

1.REMOVE INTERIOR WELD BEADS ON HDPE PIPE AND MOLDED FITTINGS.2.PROPOSED EDGE OF PAVEMENT IS SHOWN APPROXIMATELY FOR REFERENCE, SEE CITYOF CAMARILLO PVR BIKE LANES PROJECT ST-5006 FOR DETAILS.3.NOTIFY SOUTHERN CALIFORNIA GAS COMPANY TO PROVIDE A WATCHMAN WHEN WORKINGNEAR EXISTING 8" GAS LINE.4.REFER TO PROJECT SPECIFICATIONS FOR COORDINATION WITH ADJACENT CITY PROJECTST-5006 PLEASANT VALLEY ROAD BIKE LANES PROJECT.5.GEOTECHNICAL BORING INFORMATION PER OAKRIDGE GEOTECHNICAL REPORT DATEDMAY 2020 (CML-5393(036)) AND NV5 GEOTECHNICAL STUDY DATED SEPTEMBER 2025 (PROJNO. 10320913).6.THE USE OF ELECTROFUSION COUPLINGS ARE NOT ALLOWED.7.FORCE MAIN CONTRACTOR TO ASSUME REMOVAL OF STORM DRAIN CULVERTS ARE PERSEPARATE CONTRACT (BIKE LANE CONTRACTOR). THE WORK IN THIS CONTRACT WILLOCCUR BETWEEN THE REMOVAL OF THE (3) EXISTING CULVERTS AND THE INSTALLATIONOF THE FUTURE BOX CULVERT.8.RESTORE ALL DAMAGED STREET STRIPING PER CITY OF CAMARILLO STANDARDS.9.CONTRACTOR TO MAINTAIN ACCESS TO PUMP STATION #3 AT ALL TIMES.

GENERAL NOTES
BC-02
5 04 / 24 / 2026
04 / 23 / 2026
8" GAS30" EX SS FM26" PROP SS FM20" ABND STL FM,REMOVE ASNECESSARY18" SSPROPOSED ROADIMPROVEMENTS BY OTHERS,COORDINATE WITH BIKE LANECONTRACTOR PER PROJECTSPECIFICATIONS.

R/W C/L R/W

PROPOSED EPBY OTHERS
NEWPAVEMENT(NOTE 1)1'-6"COLD MILL AND REMOVEPRIOR TO REPAIRING(NOTE 3)EXISTINGPAVEMENTEXISTING AC PAVEMENT2"(MIN)

TRENCH/EXCAVATION LIMITS
MIN AGGREGATE BASEAND THE UPPER 12-INCHESOF SUBGRADE TO 95%RELATIVE COMPACTION,SEE TABLE 1 NEW MIN A.C. FINISH COURSE(SEE TABLE 1, NOTE 2, NOTE 4)SAWCUT LINE

UNDISTURBEDBASEUNDISTURBEDSOIL
TABLE 1 - PAVEMENT AND BASE THICKNESS (INCHES) *BORE LOCATIONEXISTING ASPHALTEXISTING BASE PAVEMENT TRANSITION NOTES1.PAVEMENT SHALL MEET REQUIREMENTSOF PROJECT SPECIFICATIONS.2.THICKNESS OF REPLACEMENT ASPHALTSHALL BE AS SHOWN.3.IF REMAINING AC PAVEMENT BETWEENEDGE OF TRENCH AND EXISTINGGUTTER, EDGE OF PAVEMENT, CURB,CROSS GUTTER, OR CUT LINE IS LESSTHAN 3-FT, AC SHALL BE REMOVED ANDREPLACED WITH NEW AC PAVEMENT.4.NEW FINISH COURSE SHALL BE FLUSHWITH THE EXISTING ADJACENT PAVINGSURFACE, WITH A MAXIMUM VARIANCEFROM FLUSH OF 1/8-INCH. NEW ACPAVEMENT ADJACENT TO EXISTINGEDGE OF PCC GUTTER SHALL BE3/8-INCH HIGHER THAN EDGE OFGUTTER.

DH-19 4 NEW ASPHALTNEW BASE106* ALL THICKNESS REQUIREMENTS ARE MINIMUMS.* EXISTING PAVEMENT SECTIONS MAY CONTAIN FABRIC TRACER WIRE6" MIN8" MAX6"PIPE
1'-6"TRENCH ZONE BACKFILL OR ASPHALT,FOR PAVED AREAS SEEPROPOSED FINISHSURFACE BY OTHERSTRENCH ZONEPIPE ZONETRENCH STABILIZATION ASNECESSARY, SEESPECIFICATION SECTION31 23 33 UTILITY DETECTION TAPESAND WITH SE OF 35 ORGREATER,COMPACTED TO 90PERCENT RELATIVECOMPACTION

COMPACTEDAGGREGATE BASE
12"
1-48-INCHES MINIMUM COVER,UNLESS SHOWN OTHERWISE
12"
6" MIN8" MAX
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ E
E
E
E
E
E
E
E
30'' SS FM
30'' SS FM
30'' SS FM
M
EEE
E
E
E
EE
E
EE E E
24'' SD24'' SD24'' SD24'' SD24'' SD
++++++++++++++++++++++++++++++
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\

76.577.5

76.9 SCO

9.92FUTURE IN-LINEVALVE
DASHED PIPELINE LINEWORKREPRESENTS FUTURECONNECTION, SHOWN FORREFERENCE ONLY, NOT A PARTOF THIS CONTRACTFUTURE TEECONNECTIONFUTURE DIP 14"BYPASS BELOW NEWFM CONNECTION

ALIGN HORIZONTAL ANDVERTICAL END OFPROPOSED DIP SPOOLWITH EXISTING VALVEFLANGE

FUTURE BYPASSCONNECTION
FUTURE 6"VERTICAL RISERBLOWOFF

FUTURESECTIONALIZINGVALVEWORK LIMITS
EXISTING VALVE18" MIN

PROTECT IN PLACE ANDSUPPORT ELECTRICALCONDUIT
(2) 18" STORM DRAIN AND (1) 24"STORM DRAIN CULVERTSDEMOLISHED BY OTHERS AND DONOT NEED TO BE SUPPORTEDDURING PIPE INSTALL

WORK LIMITS
RIGHT-OF-WAYCAUTION: GAS LINE, PROTECTIN PLACE, COORDINATE WITHSO CAL GAS FOR NEARBYEXCAVATION CAUTION: OVERHEAD ELECTRIC
3x5 BOX CULVERT IS NOT YETINSTALLED (BY OTHERS) WHENINSTALLING FORCE MAIN PIPELINE 36" SSPROPOSEDPLUG VALVEPROPOSED24X14" TEE W/BLIND FLANGE 36" SS
36" SS
CIVILDETAILS - 1C-02
5 PLEASANT VALLEY ROADSEWER FORCE MAIN - PHASE 1
HDR ENGINEERING, INC625 E SANTA CLARA STREET, #100VENTURA, CA 93001WWW.HDRINC.COM

CAMARILLO SANITARY DISTRICT
PLEASANT VALLEY ROAD SECTION1" = 10'A-
NEW/ EXISTING AC PAVEMENT TRANSITIONNO SCALE1-

1.TRENCH STABILIZATION SECTION SHOWN IS TYPICAL TO ALL OPEN CUT PIPE INSTALLATION FORPLEASANT VALLEY SEWER FORCE MAIN PIPELINE.2.PROVIDE TRACER WIRE ON TOP OF SEWER FORCE MAIN.3.PROVIDE TRAFFIC RATED SURFACE BOX FOR TRACER WIRE AND GROUND ROD, SEE PLAN FORLOCATIONS. WIRE SHALL BE PLACED IN CHRISTY BOX WITH 6" OF 3/4-INCH CRUSHED ROCKBELOW BOTTOM OF BOX FOR DRAINAGE.4.RESTORE TRENCH SECTION IN ASPHALT AREAS PER CITY OF CAMARILLO STANDARDS ANDTRENCH DETAILS HEREON.

GENERAL NOTES
PIPE TRENCH DETAILNO SCALE2-
STATION 1+83.74 TO 4+15.00
C-19077
PUMP STATION #3 FUTURE CONNECTION1" = 10'B-
5 04 / 24 / 2026
04 / 23 / 2026
Camarillo Sanitary District
Public Works Department
Capital Projects
Pleasant Valley Road
Sewer Force Main – Phase 1
Project No. SS-5037-1

APPENDICES

Specification No. SS-5037-1 APPENDICES
Camarillo Pleasant Valley Road Force Main

APPENDICES

TABLE OF CONTENTS

1. Geotechnical Review

2. Report of Limited Geotechnical Study

3. Potholing Exhibit

Specification No. SS-5037-1 APPENDICES
Camarillo Pleasant Valley Road Force Main

Geotechnical Review

City of Camarillo JOB NO.: 25-003604
601 Carmen Drive LAB NO.: 91827
Camarillo, CA 93010 Govt. Contract No.:

W.O. No.:

Attention: Michael Kang
Project: Pleasant Valley Sewer Force Main - Geotechnical Review The results of the requested laboratory tests are attached for your use.

This report includes the following test reports:

Test Method # of Tests
EPA 300.0M 1
EPA 300.0M 1
Respectfully submitted,
NV5, INC.

Soluble Chloride
Senior Engineer
NV5 appreciates the opportunity to be of service. Please contact our office if you have any questions regarding this report.

Ali Tabatabaei, PhD, PE, GE
Test Description
September 2, 2025
Soluble Sulfate
1868 Palma Drive, Suite A | Ventura, CA 93003 | www.NV5.com | Office: 805.656.6074

CONSTRUCTION QUALITY ASSURANCE - INFRASTRUCTURE - ENERGY - PROGRAM MANAGEMENT - ENVIRONMENTAL

Specification No. SS-5037-1 APPENDICES
Camarillo Pleasant Valley Road Force Main

Report of Limited Geotechnical Study

REPORT OF LIMTED GEOTECHNICAL STUDY
Proposed Pleasant Valley Sewer Force Main
Proposed Pleasant Valley Sewer Force Main, ~8,100 Foot
Run Along Pleasant Valley Road from ~500 ft East of Las Posas Rd to UPRR, Project No. 10320913, Camarillo, CA
September 8, 2025
Submitted To:

Camarillo Sanitary District
601 Carmen Drive
Camarillo, Ca. 93010

Prepared By:

NV5, INC.
1868 Palma Drive, Ste A
Ventura, California 93003

September 9, 2025 NV5 Project No. 114525-0003604.00

Camarillo Sanitary District
601 Carmen Drive
Camarillo, Ca. 93010

Attention: Mr. Mike Kang

Subject: REPORT OF LIMITED GEOTECHNICAL STUDY
Proposed Pleasant Valley Sewer Force Main, ~8,100 Foot Run Along Pleasant Valley Road from ~500 ft East of Las Posas Rd to UPRR, Project No. 10320913 Camarillo, CA

Dear Mr. Kang,

NV5 West, Inc. is pleased to present this report of the limited geotechnical study in support of the proposed sewer pipeline project; The proposed Pleasant Valley Road Force Main consists of the approximately 8,100 -foot-long sewer pipeline alignment that begins at Pump Station No. 3 near the intersection of Pleasant V alley Road and Las Posas Road and continues eastward along the south side of Pleasant Valley Road approximately 8,100 feet to the Union Pacific Railroad crossing. This pipeline construction is the initial phase of a larger ~24,000 - foot pipeline alignment extending to the Camarillo Wate r Reclamation Facility. The invert depth of pipeline estimated to be about 8 to 10 fe et bgs. This report presents the results of our geotechnical evaluation and provides preliminary geotechnical recommendations for the proposed improvements. Based on the study findings , the site is suitable for the proposed improvements from a geotechnical perspective provided the recommendations presented in this report are incorporated into the design and construction.

NV5 appreciates the opportunity to be of service to the Camarillo Sanitary District on this project.

If you have any questions, please do not hesitate to contact us.

Respectfully Submitted,
NV5, INC.

Ali Tabatabaei, PhD, PE, GE Scott Moors, PG, CEG, CHg Senior Geotechnical Engineer Vice President

Distribution: Addressee

Report of Limited Geotechnical Study September 9, 2025
Pleasant Valley Sewer Force Main, Pleasant Valley Road Project No. 114525-0003604.00

Page i

TABLE OF CONTENTS PAGE
1 INTRODUCTION 1

1.1 PREVIOUS SUBSURFACE INVESTIGATIONS ------------------------------------------------------------------------------ 1

1.2 PROPOSED DEVELOPMENT ----------------------------------------------------------------------------------------------- 2

1.3 SCOPE OF SERVICES ------------------------------------------------------------------------------------------------------- 3 2 FIELD EXPLORATION AND LABORATORY TESTING 4

2.1 DRILLING AND SAMPLING ------------------------------------------------------------------------------------------------ 4

2.2 LABORATORY TESTING --------------------------------------------------------------------------------------------------- 4 3 GEOTECHNICAL SITE CONDITIONS 5

3.1 REGIONAL GEOLOGIC SETTING ------------------------------------------------------------------------------------------ 5

3.2 LOCAL GEOLOGY ---------------------------------------------------------------------------------------------------------- 5

3.3 SUBSURFACE CONDITIONS ----------------------------------------------------------------------------------------------- 5

3.4 GROUNDWATER ----------------------------------------------------------------------------------------------------------- 6 4 GEOLOGIC HAZARDS 7

4.1 FAULTING ------------------------------------------------------------------------------------------------------------------ 7

4.2 SURFACE FAULT RUPTURE ----------------------------------------------------------------------------------------------- 7

4.3 SEISMIC DESIGN PARAMETERS ------------------------------------------------------------------------------------------ 7

4.4 LIQUEFACTION AND SEISMICALLY INDUCED SETTLEMENT ---------------------------------------------------------- 8

4.5 SLOPE INSTABILITY AND LANDSLIDING -------------------------------------------------------------------------------- 9

4.6 EXPANSIVE SOILS --------------------------------------------------------------------------------------------------------- 9 5 CONCLUSIONS & PRELIMINARY RECOMMENDATIONS 10

5.1 SUMMARY OF FINDINGS ------------------------------------------------------------------------------------------------ 10

5.2 SITE CLEARING AND REMOVALS -------------------------------------------------------------------------------------- 10

5.3 EXCAVATABILITY ------------------------------------------------------------------------------------------------------- 10

5.4 TEMPORARY EXCAVATION AND SHORING---------------------------------------------------------------------------- 10

5.5 GROUNDWATER AND DEWATERING ----------------------------------------------------------------------------------- 12

5.6 TRENCH BOTTOM STABILITY ------------------------------------------------------------------------------------------ 12

5.7 BEDDING ----------------------------------------------------------------------------------------------------------------- 13

5.8 BACKFILL PLACEMENT AND COMPACTION --------------------------------------------------------------------------- 13

5.9 SOIL CORROSIVITY ------------------------------------------------------------------------------------------------------ 14 6 GEOTECHNICAL SERVICES DURING CONSTRUCTION 15

6.1 PLAN REVIEW ------------------------------------------------------------------------------------------------------------ 15

6.2 GEOTECHNICAL OBSERVATION AND TESTING DURING CONSTRUCTION ----------------------------------------- 15 7 CLOSURE 16

7.1 CHANGED CONDITIONS ------------------------------------------------------------------------------------------------- 16

7.2 ENVIRONMENTAL HAZARDS ------------------------------------------------------------------------------------------- 16

7.3 CONSTRUCTION DOCUMENTS ------------------------------------------------------------------------------------------ 16

7.4 ADDITIONAL WORK ----------------------------------------------------------------------------------------------------- 17 8 REFERENCES 18

Report of Limited Geotechnical Study September 9, 2025
Pleasant Valley Sewer Force Main, Pleasant Valley Road Project No. 114525-0003604.00

Page ii

FIGURES Following Text
Figure No. 1 Site Location Map
Figure No. 2 Boring Locations Map
Figure No. 3 Regional Geologic Map
Figure No. 4 Seismic Hazards Map

APPENDICES
Appendix A Field Exploration
Appendix B Laboratory Testing
Appendix C Map-Based Seismic Design Parameters

Report of Limited Geotechnical Study September 9, 2025
Pleasant Valley Sewer Force Main, Pleasant Valley Road Project No. 114525-0003604.00