Roseville City Council
June 17, 2026

INT - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.

INT - 16
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

PROP - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.

The Notice to Contractors, Instructions to Bidders, Form of Agreement, Standard Specifications, Standard Construction Specifications, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.

The work to be done is described in the Bidding Documents entitled _______________ ____________________________________________________, City of Roseville, California.

This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.

PROP - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that the Bidder has carefully examined the location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE).

Bids are required for all Bid Items. The amount of the Bid for comparison purposes will be the total of all items awarded.

The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment,

PROP - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance with the Contract Documents.

Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ If SOLE OWNER, execute here:

I sign as sole owner of the business named above:
_____________________________________________________________________________ If PARTNERSHIP, one or more partners sign here:

The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________

PROP - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] If CORPORATION, execute here:

Corporate Name: _______________________________________ Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:

By
Signature of Authorized Official*
Title
Typewritten or Printed Name
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
If JOINT VENTURE, execute here:

Joint Venture name composed of:

The undersigned certify that they sign this bid with the full and proper authorization so to do:

Signature of Authorized Official*
Title
Typewritten or Printed Name
Signature of Authorized Official*
Title
Typewritten or Printed Name
*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is

PROP - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws). [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]

PROP - 6
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LIST OF SUBCONTRACTORS
Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUBCONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS (CITY, STATE)

PROP - 7
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SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
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. _________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone

PROP - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:

That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR (Copy here the exact title of work as it appears on the Proposal.)

PROP - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _____ day of _____________________, 20___.
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Principal
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Surety
__________________________________
__________________________________
Business Address
NOTE: To be considered complete, both the Principal and the Surety must sign this Bidder’s Bond. In addition, signatures of those executing for the Surety must be properly acknowledged.

PROP - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Project ____________________________
Contractor _________________________

SCHEDULE OF BID ITEMS

PROP - 11
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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 and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state]. ____________________________________
(Signature of Declarant)

PROP - 12
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DISQUALIFICATION QUESTIONNAIRE
The Bidder shall complete, under the penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes______ No______
If the answer is yes, explain the circumstances in the following space.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

PROP - 13
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ACKNOWLEDGEMENT OF INSURANCE AND BOND REQUIREMENTS
Included in the Bid Price is full compensation for the requirements set forth in the INSURANCE BROKER INFORMATION PACKET of the Project Manual.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

PROP - 14
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DISCLAIMER OF WARRANTIES AND ACCURACY OF DATA
Although soil and site investigation reports have been obtained from sources believed to be reliable, no warranty expressed or implied is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information contained therein. These reports are subject to change at any time, may be incomplete, and/or may contain errors. This information is provided for informational purposes only. The City of Roseville provides this information on an “as is” basis. Warranties of any kind, express or implied, or statutory, including but not limited to the implied warranties of merchantability, and fitness for a particular purpose ARE DISCLAIMED to any party viewing these documents or to any third party.

The City of Roseville does not accept and expressly disclaims liability to any party viewing such information, or to any third party whatsoever, for any loss, damage, or injury (including incidental or consequential damages) whether such loss, damage, or injury is the result of negligence, willful or intentional misconduct, or any other cause.

I have read and acknowledged the above disclaimer and agree to hold harmless the City of Roseville on any theory of liability for any loss, damage or injury whether in contract, strict liability or tort arising in any way out of the use or contents of the released information or documents described above or the performance of the work called for herein.

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone

PROP - 15
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END OF PROPOSAL

1 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

A G R E E M E N T
THIS AGREEMENT, is made and entered into this _____day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and
W I T N E S S E T H:

WHEREAS, the City Council of the CITY, at a meeting held on the _____day of __________________, 20_____, approved plans and specifications for the ________________ ____________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and

2 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.

2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including standard construction specifications, special provisions and construction details);
d. Bonds and insurance required by the specifications; and

3 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] e. This contract.

All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.

4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.

Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $________ per day as liquidated damages, in the event of such delay.

5. TIME OF COMPLETION. Time is of the essence of this Agreement.

CONTRACTOR shall complete all Work under the Contract Documents within _____ Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.

6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________

4 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.

8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.

10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.

11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.

12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.

14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE

5 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR (4) YEARS OF THE DATE OF THE ALLEGED VIOLATION. A

COMPLAINT REGARDING A LATENT ACT OR OMISISON PERTAINING TO STRUCUTRAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the _____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed.

CITY OF ROSEVILLE, a _______________________________
municipal corporation _______________________________
BY: _______________________________ BY: ______________________________ DOMINICK CASEY its: _______________________________
City Manager
and
ATTEST:

BY: ______________________________
its: _______________________________
BY: _______________________________

CARMEN AVALOS
City Clerk

6 [B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] APPROVED AS TO FORM:

BY: _______________________________

MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:

BY: _______________________________

JASON SHYKOWSKI
Public Works Director

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INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________
NOTICE TO CONTRACTOR:

For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.) Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid.

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TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 7
Public Works Payment Bond INS 9

INS - 1
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NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.

The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.

This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.

Please refer to Special Provisions for modifications of the Standard Construction Specifications, if any, and the requirements of this insurance packet.

Please use the standard City of Roseville Bond Forms provided in this package.

The Bonds required must each be in the penal amount of: $______________________.

Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________
Insurance documents must be provided using one of the following methods:
a. By email to [email protected] and [email protected] b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods, please DO NOT send the insurance certificate(s) by mail.

When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.

Thank you.

INS - 2
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INSURANCE REQUIREMENTS
The following sections are quoted from the Standard Construction Specifications:
7-1.06 INSURANCE COVERAGE.

A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and

INS - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss.

INS - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the

INS - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

INS - 6
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6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

INS - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage

INS - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.

G. Contractor shall be responsible for all premiums, deductibles, and selfinsured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.

INS - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

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PUBLIC WORKS

FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________) WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.

As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________

[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.

No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:

1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.

2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.

SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.

No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. [SIGNATURES NEXT PAGE]

[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________ AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________ (Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney

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PUBLIC WORKS

LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________) WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.

This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Bond No. __________
Premium $_________

[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________ AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________ (Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney

SCS – 1
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CITY OF ROSEVILLE

STANDARD CONSTRUCTION SPECIFICATIONS

SCS – 2
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TABLE OF CONTENTS
Page
Adoption of State Specifications SCS 3
Section 1. General SCS 3
Section 2. Bidding SCS 5
Section 3. Contract Award and Execution SCS 9
Section 4. Scope of Work SCS 11
Section 5. Control of Work SCS 11
Section 6. Control of Materials SCS 18
Section 7. Legal Relations and Responsibility SCS 18
Section 8. Prosecution and Progress SCS 32
Section 9. Payment SCS 33
Section 14. Environmental Stewardship SCS 35

SCS – 3
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ADOPTION OF STATE SPECIFICATIONS

1. The State of California Department of Transportation (“Caltrans”) Standard Specifications dated 2015, are hereby adopted as the Standard Specifications of the City of Roseville except insofar as they may be modified by these Standard Construction Specifications.

2. Except for Division 1, Section 2, numbering in these Standard Construction Specifications conforms to that in the Caltrans Standard Specifications. The existence of a section in these Standard Construction Specifications means that the corresponding section of the Standard Specifications is modified in some respect. Unless otherwise specified, the modified Standard Specification provisions are deleted entirely, and the provisions of these Standard Construction Specifications are substituted.

DIVISION 1. GENERAL PROVISIONS
SECTION 1. GENERAL
ACCEPTANCE. Shall mean the formal Acceptance by resolution of the Roseville City Council of an entire Contract which has been completed in all respects in accordance with the Plans and specifications and any modifications thereof previously approved, causing a notice of completion to be filed with the County Recorder.

ATTORNEY GENERAL. The City Attorney of the City of Roseville.

CITY ATTORNEY. The City Attorney of the City of Roseville.

CITY CLERK. Shall mean the City Clerk of the City of Roseville.

SCS – 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] DEPARTMENT. Shall mean the Department of Public Works of the City of Roseville, also referred to as the Department of Contract Administration. References made to the Department of Transportation otherwise shall mean the State of California Department of Transportation.

DIRECTOR. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.

ENGINEER. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.

ESTIMATED COST. The estimate prepared by the Public Works Director of quantities of work to be performed.

LIQUIDATED DAMAGE. The amount to be deducted from payments due or to become due to the Contractor for delay, as set forth in the Special Provisions.

PLANS. The official Project Plans, Standard Plans, Improvement Plans, Construction Standards, profiles, typical cross sections, general cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Director which show the location, character, dimensions and details of the work to be performed. All such documents are to be considered as a part of the Plans whether or not reproduced in the Special Provisions.

In the above definition, the following terms are defined as follows:
a. Standard Plans - The Standard Plans of the Department of Transportation of the State of California.
b. Project Plans - The Project Plans are specific details and dimension peculiar to the Work and supplemented by the Standard Plans, insofar as the same may apply.

SCS – 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] c. Construction Standards - The City of Roseville Design and Construction Standards.

STATE. Reference to the State or State of California shall mean City or City of Roseville unless the reference is to a law or regulation of the State, and reference to Sacramento shall mean Roseville unless otherwise noted.

SECTION 2. BIDDING
SECTION 2 SHALL BE DELETED IN ITS ENTIRETY AND REPLACED WITH THE FOLLOWING:
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder a standard proposal form, which, when filled out and executed shall be submitted as its bid. Bids not presented on forms so furnished will be disregarded.

The proposal form is bound in a book together with the Notice to Contractors, special provisions, and Contract. The proposal shall set forth for each item of work, in clearly legible figures and words, an item price and a total for the item in the respective spaces provided, and shall be signed by the Bidder, who shall fill out all blanks in the proposal form as required therein.

All items shown on the schedule of bid items shall be properly filled in and shall include all costs of labor, materials, equipment, and State, Federal, or other taxes applicable to the transaction. The completed forms shall be without inter-lineations, erasures or alterations of any nature. If the proposal is made by an individual, his or her name and post office address must be shown; if made by a firm or partnership, the name and post office address of each member of the

SCS – 6
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] firm or partnership must be shown; or if made by a corporation, the proposal shall show the name of the State under the laws of which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer of said corporation. If the proposal is signed by an agent, a “Power of Attorney” must be filed with the proposal.

The proposal shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a proposal, and identifying the project to which the proposal relates and the time and date of the bid opening therefor. Proposals which are not properly marked may be disregarded. Proposal forms shall be obtained from the Director of Public Works, City of Roseville, California. Proposal forms are not transferable. 2-1.02 REJECTION OF PROPOSALS AND DISQUALIFICATION OF
BIDDERS. Proposals may be rejected if they show any alterations of the forms, additions not called for, conditional bids, incomplete bids, erasures or irregularities of any kind. More than one proposal from an individual, firm, partnership, corporation or association under the same or different names, will not be considered. Reasonable grounds for believing that any Bidder is interested in more than one (1) proposal for the work contemplated, will cause the rejection of all proposals in which the Bidder is interested. The City reserves the right to reject any and all proposals.
2-1.03 PROPOSAL GUARANTY. All bids shall be presented under sealed cover and accompanied by one (1) of the following forms of Bidder's security. a. Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City.

SCS – 7
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] b. The security shall be in an amount equal to at least ten percent (10%) of the bid amount. A bid will not be considered unless one (1) of the forms of Bidder's security is enclosed with it.
c. A Bidder's bond will not be accepted unless it conforms to a bond form approved by the City Attorney. Upon request “Bidder's Bond” forms may be obtained from the Department.
2-1.04 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the Director. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline for submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and City is under no obligation to return the bids.
2-1.05 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in his or her bid, the Bidder shall give the Department written notice within five (5) calendar days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a

SCS – 8
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City’s sole discretion. 2-1.06 PREVIOUS DISQUALIFICATION, REMOVAL OR OTHER
PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local project because of a violation of law or a safety regulation. 2-1.07 COMPETENCY OF BIDDERS. If two (2) or more prospective Bidders desire to bid jointly as a joint venture on a single project, they must file an affidavit of joint venture with the Bid on a form approved by the City Attorney, and such affidavit of joint venture will be valid only for the specific project for which it is filed. If such affidavit of joint venture is not filed as aforesaid and approved by the City Attorney prior to the time for awarding bids on the specific project for which it is submitted, a joint bid submitted by said Bidders will be disregarded. No bid will be accepted from or a Contract awarded to any Bidder to whom a proposal form has not been issued pursuant to Section 2-1.06. 2-1.08 GUARANTY AND WARRANTY. The Contractor shall guarantee and warrant all materials supplied as being fit for the purpose intended. The Contractor shall guarantee and warrant all work performed as having been accomplished in a proper and workman-like manner. The guarantee and warranty required by this section shall continue for a period of one (1) year after Acceptance of the Work.

Should any failure of the work occur within a period of one (1) year, after Acceptance of the project by the City Council due to faulty materials, poor workmanship, or defective equipment, the Contractor shall promptly make the needed repairs at his or her expense.

SCS – 9
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] The City is hereby authorized to make such repairs if the Contractor fails to make or undertake with due diligence the aforesaid repairs within ten (10) calendar days after being given written notice of such failure; provided, however, that in case of emergency where in the opinion of the Engineer, providing a reasonable attempt has been made to notify the Contractor, delay would cause serious loss or damages, or a serious hazard to the public, the repairs may be made or lights, signs, and barricades erected without prior notice to the Contractor, and the Contractor shall pay the entire cost thereof. At the completion of the work the faithful performance bond may be reduced at the discretion of the City Council to not less than ten percent (10%) of the Contract price to cover said guarantee.

Additional guarantees or warranties may be required by the Special Provisions.

SECTION 3. CONTRACT AWARD AND EXECUTION
3-1.04 CONTRACT AWARD. The right is reserved to reject any and all proposals. The award of the Contract, if it be awarded, will be to the lowest responsible Bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within sixty (60) business days after the public opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, the Roseville City Council may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the public opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred and four (104) business days after public opening of the proposals. The above time periods within

SCS – 10
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.

All bids will be compared on the basis of the Director's estimate of the quantities of work to be done.
3-1.05 CONTRACT BONDS. The successful Bidder, simultaneously with the execution of the Contract, will be required to furnish a payment bond in an amount equal to one hundred percent (100%) of the Contract price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract price; said bonds shall be in a form approved by the City Attorney and shall be secured by a surety company satisfactory to the City Attorney. If the Contract price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 3-1.18 CONTRACT EXECUTION. The Contract, in form and contents satisfactory to the City, shall be executed by the successful Bidder and returned, together with the Contract bonds and certificates of insurance within fifteen (15) calendar days after written notice that the Contract has been awarded, or as otherwise directed, in writing, by the City.

No proposal shall be considered binding upon the City until the execution of the Contract by the City.
3-1.20 FAILURE TO EXECUTE CONTRACT. Section 3-1.20, “Failure to Execute Contract” is added as follows:
“Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds

SCS – 11
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] and insurance as provided herein within fifteen (15) calendar days, or within a different timeframe specified by City in writing, after such Bidder has received notice that the Contract has been awarded to him or her, shall be just cause for the annulment of the award and the forfeiture of the Bidder’s security to the City as Liquidated Damages. The successful Bidder may file with the Roseville City Council a written notice, signed by the Bidder or his or her authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to him or her. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds and insurance within the time prescribed by Section 3-1.18.” SECTION 4. SCOPE OF WORK
There are no amendments to the Standard Specifications.

SECTION 5. CONTROL OF WORK
5-1.02 CONTRACT COMPONENTS. These Standard Construction Specifications, the Standard Specifications, the Standard Plans, the Improvement Plans, Construction Standards, Project Plans, project Special Provisions (and any addenda), the Agreement, Contract Change Orders, and all supplementary documents are all essential parts of the Contract between Contractor and the City. A requirement occurring in one (1) is as binding

SCS – 12
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] as though occurring in all. They are intended to be complementary, and to describe and provide for a complete work.

In resolving inconsistencies among two (2) or more sections of the Contract Documents, precedence shall be given in the following order:

A. Special Provisions
B. City of Roseville Standard Construction Specifications C. City of Roseville Design and Construction Standards
D. State Standard Specifications and Amendments to the State Standard Specifications, Standard Special Provisions, and Plans
E. Drawings
Should it appear that the work to be done or any of the matters relative thereto are not sufficiently detailed or explained in these specifications, the special provisions, or the Plans, the Contractor shall apply in writing to the Director for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of these specifications, the special provisions or the Plans, reference shall be made to the Director, whose decision thereon shall be final.

In the event of any discrepancy, between any drawing and the figures written thereon, the figures shall be taken as correct. Detail drawings shall prevail over general drawings. 5-1.20B(5) CITY OF ROSEVILLE ENCROACHMENT PERMITS. Section 5-

1.20B(5), “City of Roseville Encroachment Permits” is added as follows:
“The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by

SCS – 13
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director.”
5-1.20B(6) CITY OF ROSEVILLE BUSINESS LICENSE. Section 5-1.20B(6), “City of Roseville Business License” is added as follows:
“The Contractor shall obtain a business license from the City prior to commencing work.”
5-1.20B(7) OTHER PERMITS. Section 5-1.20B(7), “Other Permits” is added as follows:
“The Contractor in coordination with the Director shall procure any necessary permits which the City has not specifically mentioned as obtaining.” 5-1.31 JOB SITE APPEARANCE. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply:

When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly.

The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in price paid for the various Contract items of work involved, and no additional compensation will be allowed therefore.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] 5-1.38 MAINTENANCE AND PROTECTION RELIEF. Section 5-1.38 is deleted.
5-1.43 POTENTIAL CLAIMS AND DISPUTE RESOLUTION. Section 5-

1.43 is deleted in its entirety and replaced with the following:
5-1.43A NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to payment for any additional compensation for any act or failure to act by the City, including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless he or she shall have given the City due written Notice of Potential Claim as hereinafter specified.

The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within three (3) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.

If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit a complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) calendar days after such work is performed. Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.

If there is a dispute over any claim, the Contractor shall continue to work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be governed by all applicable provision of the Agreement.

The Contractor shall maintain cost records of all work that is the basis of any dispute. On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.

These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.

Each Contractor claim shall include full and complete information concerning the Claim.

Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.

The City will review any timely Notice of Potential Claim and supporting information submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.

If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these Standard Construction Specifications, including but not limited to Section 5-1.43B.

It is the intention of this Section 5-1.43A that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that he or she shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 5-1.43B CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) calendar days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time specified herein, such Claim shall be deemed rejected in its entirety.

Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) calendar days after the City issues its written statement.

If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) calendar days for settlement of the dispute.

Within ten (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 City shall provide the Contractor a written statement identifying the portion of the Claims that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claims shall be processed and made within sixty (60) calendar days after the public entity issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall be responsible for the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 9-1.22. 5-1.46 FINAL INSPECTION AND CONTRACT ACCEPTANCE. When the Director has made the final inspection and determines that the Contract work has been completed in all respects in accordance with the Plans and specifications, the Director will recommend that the Roseville City Council formally accept the work, and immediately upon and after such Acceptance by the City, the Contractor will be responsible for the work done for a period of one (1) year.

SECTION 6. CONTROL OF MATERIALS
6-1.03 LOCAL MATERIALS. Local material sites used by the Contractor shall be graded so that, at the time of final inspection of the Contract, they will drain and will blend in with the surrounding terrain.

SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 7-1.02K(2) WAGES. The provisions of paragraphs 1and 2 of Section 7-1.02K(2) of the Standard Specifications are amended to read as follows:
“Pursuant to the provisions of California Labor Code Section 1773, the City has identified the source, stated below, of the general prevailing rate of wages applicable to the

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

The wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm, and are incorporated herein as part of the Contract.

Pursuant to California Labor Code Section 1773.2, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.” 7-1.02K(6)(b) EXCAVATION SAFETY. For trenches or excavation five feet (5') or deeper, the Contractor shall obtain from the Division of Industrial Safety, a permit authorizing such construction.
7-1.02O VEHICLE CODE. Pursuant to the authority contained in Vehicle Code Section 591, the Department has determined that, within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Vehicle Code Divisions 11, 12, 13, 14, and 15. Attention is directed to the statement in Section 591 that this section shall not relieve the Contractor nor any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of equipment and the protection of the public from injury and damage from such equipment. 7-1.03 PUBLIC CONVENIENCE. Section 7-1.03 of the Standard Specifications is amended in part as follows:

1. Delete paragraph 10 (“Install signs, lights, flares . . .”) and substitute the following:

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] “In order to expedite the passage of public traffic through or around the work, the Contractor shall install signs, lights, flares, temporary railing (type K), barricades, and other facilities for the sole convenience and direction of public traffic as may be required.

Also, as may be required, the Contractor shall furnish competent flaggers whose sole duties shall consist of directing the movement of public traffic through or around the work. The cost of furnishing and installing such signs, lights, flares, temporary railing (type K), barricades, flaggers, and other facilities shall be included in the lump sum paid for traffic control and no additional compensation will be allowed therefor.

In addition to the requirements previously specified for furnishing facilities and flaggers to expedite the safe passage of the public through or around the work, the Contractor shall at his or her expense furnish and erect within or adjacent to the work such warning, regulatory, or guide signs, markers, or devices as are necessary.”

2. Add a paragraph at the end of the section to read as follows:
“In addition to the requirements hereinbefore specified for furnishing facilities and flaggers for expediting the passage of public traffic through or around the work, the Contractor shall furnish and erect, within or adjacent to the limits of the Contract, such warning, regulatory, and guide signs as may be required. The Contractor shall furnish, install and remove all such signs. Payment for furnishing, installing and removing all such signs shall be included in the lump sum price paid for traffic control and no additional compensation will be allowed therefor.”
7-1.04 PUBLIC SAFETY. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] shall have the authority and be solely and completely responsible for conditions on the job site, including safety of all persons and property during performance of the Work. Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce worksite safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all subcontractors adhere to the minimum CAL/OSHA safety requirements and that each subcontractor has an effective CAL/OSHA IIP (Illness and Injury Protection Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.

The services of the Director in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's Work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near the construction site. If a City employee observes a safety violation, the City employee will report the violation to the Contractor who is then responsible for assuring the violation is abated.

The Contractor is hereby informed that Work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous Work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to Work underground.

All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] of CAL/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by his or her operations.

In accordance with California Labor Code Section 6705, the Contractor shall submit to the City specific plans to show details of provisions for worker protection from caving ground.

This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's subcontractors. The detailed plan showing design of shoring, bracing, sloping or other provisions shall be prepared by a registered civil or structural engineer in the State of California as required. Acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and his or her registered engineer.

Notwithstanding any classifications relative to the Tunnel Safety Orders, Work within confined spaces on this project is subject to the definitions and applicable provisions of California Code of Regulations Section 8400 et seq., Title 8.

The Contractor shall so perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction. Contractors or subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Nothing in these Standard Construction Specifications is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor tight or explosion proof electrical installation is required by code, this shall be provided. In accordance with the provisions of Labor Code Section 6707, the Contractor shall provide adequate sheeting, shoring and bracing for employee protection, as provided in the proposal as separate Bid Items.
7-1.05 INDEMNIFICATION. The City of Roseville and its officers, agents, employees, and volunteers, including but not limited to the Director, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or any things used or employed in performing the work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, his or her workers, or anyone employed by the Contractor or his or her subcontractors.

The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the work or at any time before its completion and final Acceptance.

To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save harmless the City of Roseville and its officers, agents, employees, and volunteers from all claims, suits, or actions of every name, kind, and description, brought forth, or on account of, injuries to or death of any person including, but not

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] limited to, workers and the public, or damage to property resulting from the performance of the Contract, except as otherwise provided by statute.

The duty of the Contractor to defend, indemnify, and save harmless includes, but is not limited to, the duties to defend as set forth in Civil Code Section 2778. The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.

It is the intent of the parties that the Contractor will defend, indemnify, and hold harmless the City of Roseville, its officers, agents, employees, and volunteers from any and all claims, suits, or actions as set forth above regardless of existence or degree of fault or negligence, on the part of the City, the Contractor, the subcontractor or employee of any of these; except the duty does not apply where the injury or damage is due to the sole or active negligence or willful misconduct of the City.

The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.

In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages.

The retention of money due the Contractor shall be subject to the following:

A. The City will give the Contractor thirty (30) calendar days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.

B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 9-1.16F, “Retentions,” of the Standard Construction Specifications.

C. If the City had retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with the matter for which such retention was made, the City shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 7-1.06 INSURANCE COVERAGE. Section 7-1.06 Insurance in the Standard Specifications shall be deleted in its entirety and replaced with the following:

A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers'

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

5. Builder’s Risk/Course of Construction Insurance (If Required by Risk Management): The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.

G. Contractor shall be responsible for all premiums, deductibles, and selfinsured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

SECTION 8. PROSECUTION AND PROGRESS
8-1.04 START OF JOB SITE ACTIVITIES. The Contractor shall begin work by the date specified in the “Notice to Proceed” letter, and the Contractor shall thereafter diligently prosecute the work to completion.

The Contractor shall notify the Director, in writing, of his or her intent to commence work at least seventy-two (72) hours before work is begun. The notice shall specify the date on which the Contractor intends to begin work. If a project has more than one (1) location of work, a separate notice shall be given for each location.

Should the Contractor begin work in advance of issuance of a “Notice to Proceed,” any work performed in advance of such issuance shall be considered to have been done at Contractor's own risk and as a volunteer.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 9. PAYMENT
9-1.11C PAYMENT INCLUSIONS. The following is added to Section 9-1.11C Payment Inclusions:
“No additional compensation will be made to the Contractor for claims of increased overhead costs occurring within the originally specified construction Contract period plus any time extensions granted by Change Order. No compensation for extended performance will be granted unless the delay exceeds more than half of the float time available at the time of the delay.”
9-1.16E(4) STOP NOTICE WITHHOLDS. The City may, at its option and at any time, retain out of amounts due the Contractor, sums sufficient to cover claims (including costs and attorneys’ fees), filed pursuant to California Civil Code Section 9350 et seq. 9-1.16F RETENTIONS. The Department shall retain five percent (5%) of the Contract price as part security for the fulfillment of the Contract by the Contractor. 9-1.16G PAYMENT OF WITHHELD FUNDS. Section 9-1.16G, “Payment of Withheld Funds” is added as follows:
“Except as otherwise prohibited by law, the Contractor may elect to receive all payments due under the Contract pursuant to without any retention. If the Contractor so elects, a deposit with the City of securities with a value equivalent to the retention that would otherwise be withheld by the City shall be made. Said security shall be as provided in California Public Contract Code Section 22300, and shall be approved by the City both as to sufficiency and form. In the alternative, the Contractor may elect to deposit such securities in an escrow account and enter into a standard form Escrow

SCS – 34
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] Agreement for Security Deposits in Lieu of Retention. Blank Agreements are available from the Public Works Director and the City Attorney's Office.” 9-1.17 PAYMENT AFTER CONTRACT ACCEPTANCE. “Final Payment” shall be made in accordance with this section. The Contractor shall, after the completion of the Contract, submit a final estimate of the amount of work done thereunder and the value of such work. Upon approval of the estimate by the Director, the City of Roseville shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty five (35) calendar days from the date of Acceptance of the work by the City Council, and thirty-five (35) calendar days after filing of the Notice of Completion with the County of Placer.

No certificate given or payments made under the Contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the Contract, either wholly or in part, and no payment (including the final payment) or certificate shall be construed to be an Acceptance of any defective work or improper materials. Final payment shall not release the Contractor from one (1) year guarantee of the work as provided in Section 7-1.17, “Acceptance of Contract” and Section 2-1.12 “Guarantee and Warranty” of these Specifications.

SCS – 35
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 14. ENVIRONMENTAL STEWARDSHITP
14-8.02 NOISE CONTROL. The provisions of Section 14-8.02 of the Standard Specifications are amended by adding the following:
“The Contractor shall additionally conform to the provisions of Roseville Municipal Code Chapter 9.24 where such provisions are more restrictive than these specifications.”
14-9.01 AIR QUALITY GENERAL. The provisions of Section 14-9.01, “Air Quality General” of the Standard Specifications are amended by adding the following:
“Material to be disposed of shall not be burned unless the Contractor has obtained a permit to burn combustible material resulting from clearing and grubbing operations from the Placer County Air Pollution Control District and City of Roseville Fire Marshall. A copy of the permits shall be filed with the Director
before beginning any burning. All such burning shall be conducted in strict conformance with the provision stipulated in said permits and at such times and in such manner as to prevent fire from spreading to areas adjoining the right-of-way.” 14-11.02A ASBESTOS REMOVAL AND DISPOSAL. Section 14-11.02A, “Asbestos Removal and Disposal” is added as follows:
“The Contractor shall comply with all rules, regulations, statutes and ordinances regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601 and 40 C.F.R. Part 61, Subpart M.

SCS – 36
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease work and notify the City.”

END OF STANDARD SPECIFICATIONS

AB 626 - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.

Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.

This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.

This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.

This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

AB 626 - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.

This bill would specify that these provisions constitute a matter of statewide concern.

The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.

This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.

The people of the State of California do enact as follows:

SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.

AB 626 - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each

AB 626 - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.

AB 626 - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SECTION 3.

If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

SPECIAL PROVISIONS

TOC-1

TABLE OF CONTENTS
DIVISION I GENERAL PROVISIONS ......................................................................................................... 2 1 GENERAL ............................................................................................................................................. 2 2 BIDDING ............................................................................................................................................... 2 3 CONTRACT AWARD AND EXECUTION .............................................................................................. 3 4 SCOPE OF WORK ............................................................................................................................... 3 5 CONTROL OF WORK .......................................................................................................................... 3 6 CONTROL OF MATERIALS ................................................................................................................. 7 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ......................................................... 8 8 PROSECUTION AND PROGRESS ..................................................................................................... 8 9 PAYMENT ........................................................................................................................................... 10 DIVISION II GENERAL CONSTRUCTION ............................................................................................... 11 12 TEMPORARY TRAFFIC CONTROL ................................................................................................ 11 13 WATER POLLUTION CONTROL ..................................................................................................... 15 14 ENVIRONMENTAL STEWARDSHIP ............................................................................................... 15 15 EXISTING FACILITIES ....................................................................... Error! Bookmark not defined. 19 EARTHWORK .................................................................................................................................... 16 DIVISION V SURFACINGS AND PAVEMENTS .................................................................................... 188 39 HOT MIX ASPHALT ......................................................................................................................... 188 DIVISION VI STRUCTURES ..................................................................................................................... 19 51 CONCRETE STRUCTURES ............................................................................................................ 19 DIVISION VII DRAINAGE FACILITIES .................................................................................................... 21 71 EXISTING DRAINAGE FACILITIES ................................................................................................. 21 DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 21 73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 21 DIVISION IX TRAFFIC CONTROL DEVICES .......................................................................................... 22 81 MISCELLANEOUS TRAFFIC CONTROL DEVICES......................................................................... 22 84 MARKINGS ........................................................................................................................................ 22 86 GENERAL .......................................................................................................................................... 22 Appendix A – Payment Forms
Appendix B – Intersection Flash Form
Appendix C – Door Hanger
Appendix D - BMPs
Appendix E – Letter to Contractors and Grantees Regarding Compliance with Economic Sanctions Imposed in Response to Russia’s Actions in Ukraine

SP-1

SPECIAL PROVISIONS

FOR THE CITY OF ROSEVILLE

STORM DRAIN REPAIR PROJECT

SCOPE OF SPECIAL PROVISIONS
The work described in these Special Provisions shall be performed in conformance with the latest editions of the City of Roseville Standard Construction Specifications, City of Roseville Design and Construction Standards, 2015 State of California Standard Specifications, Amendments to the 2015 Standard Specifications, 2015 Standard Special Provisions, and 2015 Standard Plans, except insofar as these Special Provisions may modify them.

With the exception of section 2, “Bidding,” numbering in these Special Provisions conforms to that in the State Standard Specifications. The existence of a section in these Special Provisions means that the corresponding section in the Standard Construction Specifications, State Standard Specifications, and/or State Revised Standard Specifications is modified in some respect.

The construction materials, payments, etc., for items of work shown in the proposal and on the plans, but not specifically mentioned in these Special Provisions are referred to the Standard Construction Specifications, State Standard Specifications, and/or State Revised Standard Specifications for conformance.

DISCREPANCIES AND OMISSIONS
Replace section 5-1.02 with:

A component in one Contract part applies as if appearing in each. The parts are complementary and describe and provide for a complete work.

Any discrepancies or omissions found in the Contract Documents shall be reported to the Engineer immediately. The Engineer will clarify
discrepancies or omissions, in writing, within reasonable time.

In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall be given in the following order:

1. Special Provisions

2. City of Roseville Standard Construction Specifications

3. City of Roseville Design and Construction Standards

4. Amendments to the 2015 State Standard Specifications

5. 2015 State Standard Specifications

6. 2015 State Standard Plans

7. Drawings
Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over general Drawings. Detailed Drawings shall take precedence over General Drawings. Specific specifications take precedence over a general specification. Specification in a section takes precedence over a specification referenced by that section.

If a discrepancy is found or confusion arises, submit an RFI.

SP-2

DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to section 1-1.06:

BMP Best Management Practice
CAMUTCD California Manual on Uniform Traffic Control Devices PMAR Polymer Modified Asphalt Rubber
Add to section 1-1.07B:

Replace the definition for holiday in section 1-1.07B with:

Holiday: Holiday shown in the following table:

Holidays
Holiday Date observed
New Year’s Day January 1st
Martin Luther King Day Third Monday in January
President’s Day Third Monday in February
Memorial Day Last Monday in May
Independence Day July 4th
Labor Day First Monday in September
Veteran’s Day November 11th
Thanksgiving Day Fourth Thursday in November
Day after Thanksgiving The first Friday after Thanksgiving Day.

Christmas Day December 25th
When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday (respectfully) shall be a designated holiday.
2 BIDDING
Add section 2-1.00, “SCOPE” as follows:

The bidder's attention is directed to the provisions in section 2, “Proposal Requirements and Conditions”, of the Standard Construction Specifications for the requirements and conditions which he/she must observe in the preparation of the proposal form and the submission of the bid.

Add section 2-1.09, “OBTAINING PLANS AND SPECIFICATIONS” as follows:

A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be purchased or downloaded on-line from Public Purchase service at http://www.publicpurchase.com/.

The service requires that the Contractor establish a username and password in order to download and/or order plans and specifications.

Add section 2-1.10, “SUBMITTAL OF PROPOSALS” as follows:

In addition to the requirements of the Notice to Contractor’s and the Standard Construction Specifications, proposals must be submitted to the City Clerk, under sealed cover and plainly marked on the outside, STORM DRAIN REPAIR PROJECT no later than the date and time of public submittal of proposals as specified in the Notice to Contractor’s. Any addenda to these Special Provisions or other contract documents shall be acknowledged where indicated.

SP-3
Add section 2-1.11, “QUESTIONS” as follows:

Question shall be submitted in writing to http://www.publicpurchase.com/ no later than 7 working days prior to the bid opening. Questions submitted after the above listed deadline will not be addressed. The City will respond in writing to the questions no later than 3 working days prior to the bid opening. 3 CONTRACT AWARD AND EXECUTION
Add to section 3-1.02A:

For a Base Bid/Alternate Bid project, the City of Roseville shall determine the apparent lowest responsive/responsible bidder, at the time of bid opening, based on the lowest total of the Base Bid plus the Alternative Bid items. The City of Roseville, if it chooses to award, shall award the lowest responsible/responsive bidder based on the lowest total of the Base Bid plus any Alternative Bid item(s) at the City’s discretion. Depending on budget constraints, the actual project may, at the City’s discretion, include items from only the Base Bid or from the Base Bid plus one or more Alternate Bid items. The Contractor must submit for all Base Bid and all Alternate Bid items. No response or response of zero on any bid item shall be deemed a non-responsive bid.
4 SCOPE OF WORK
Add to section 4-1.01:

The project consists of installation of drain pipes, drain inlets, drain manholes, drain pipe lining, and construction of concrete curb and gutter, and curb ramps.

Add to the list in the 1st paragraph in section 4-1.06B:

3. During the progress of the work, if material is discovered that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed and disposed at a Class I, Class II, or Class III disposal site in accordance with provisions of existing law, the party discovering such conditions shall promptly notify the other party in writing before conditions are disturbed and before the affected work is performed.

Add to section 4-1.13:

The Contractor shall remove all temporary pavement delineation.

Prior to submitting the final payment request, the Contractor shall remove all reference markings (i.e. USA markings, striping reference points, utility reference points) placed during the course of work by pressure washing. Where the final roadway surface is micro-surfacing or high friction surface treatment, remove markings by hand painting all reference markings with paint that matches the treatment color. Paint shall be in rectangular blocks.
5 CONTROL OF WORK
Add to section 5-1.01:

All work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer, along with all affected utility companies, 2 working days in advance of the start of work to coordinate and schedule inspection staff.

The City will provide 1 inspector and 1 resident engineer for an 8 hour day and 40 hour per week basis only, excluding designated City, State, or Federal holidays. The Contractor shall reimburse the City in the amount of $175.00 per hour for inspection and $200.00 per hour for Resident Engineer costs for time in excess of 8 hours per day, 40 hours per week, or inspection performed during designated City holidays.

Designated City holidays are listed in section 1-1.07B, “Glossary.” The Contractor shall provide a competent person during normal working hours to assist the Engineer, when required, in checking the Contractor’s layout and for measuring quantities for payment purposes.

The Contractor shall cooperate with the Engineer so that checking and measuring may be accomplished with the least interference to the Contractor’s operations.

SP-4
Replace section 5-1.04 with:
5-1.04 Order of Work
The Contractor shall prepare a written schedule denoting locations and times of planned activities, and other impacts. The schedule for planned activities shall be submitted to the Engineer before or at the time of the pre-construction meeting. Contractor shall note that Work shall not start unless a schedule has been submitted and accepted by the Engineer. The schedule shall be prepared and submitted using either Microsoft Project or Primavera P6, or similar software acceptable to the City.

The Contractor must field verify (USA) all existing utilities and shall submit the report to the Engineer prior to beginning any Work at each site. After the construction, the Contractor shall remove all USA markings within the curb and sidewalk area from the residential streets. Removal shall be to a standard of what was existing prior to markings or better.

The Work shall be performed in conformance with the phases of construction shown on the Contractor's Traffic Control Plan and Stage Construction Plan as approved by the Engineer. At the discretion of the Engineer non conflicting Work in subsequent phases may proceed concurrently with Work in preceding phases.

The Contractor shall place and maintain Best Management Practices (BMP) in compliance with the Water Pollution Control Plan, the BMP’s shall remain in place until Work is completed.

General order of Work shall be as follows:

1. Materials submittal and ordering of all long lead time procurement items.

2. Prepare and submit WPCP, Stage Construction Plan, and Traffic Control Plan

3. Place and maintain erosion control Best Management Practices (BMP), the BMP’s shall remain in place until paving is completed.

4. Notify Underground Service Alert (USA) at (800) 642-2444 at least seventy-two (72) hours in advance of beginning Work on the Project

5. Locate all underground utilities and protect-in-place

6. Place Traffic Control plan and Changeable Message Sign (CMS)

7. Place temporary striping for all stages of Work

8. Complete Work per Contractor’s stage construction plans After paving the roadway and before the roadway is opened for use by the public, the Contractor shall place temporary pavement delineation.

Permanent pavement delineation shall be installed no later than fourteen (14) Calendar Days after paving.

Add to the end of section 5-1.09A:

The Department encourages the project team to exhaust the use of partnering in dispute resolution before submitting any potential claims.

Replace section 5-1.13E with:
5-1.13E Prompt Payment
Section 5-1.13E applies to all contracts.

Pay your subcontractors within 7 days of receipt of each progress payment under Pub Cont Code §§ 10262 and 10262.5. Pay other entities, such as material suppliers, within 30 days of receipt of each progress payment.

Each month, after the 15th and prior to 20th, submit the following payment information through the Department’s prompt payment monitoring system at https://caltrans.dbesystem.com:

1. Subcontractor’s or entity’s business name

2. Description of work performed

2.1. Bid item numbers or change order numbers

2.2. Written narrative of work performed

SP-5

3. Value of work performed

4. Amount paid to subcontractor or entity

5. Withhold amount, if applicable

6. Explanation of withhold reasoning, if applicable
Your subcontractors and other entities may validate payments received using the prompt payment monitoring system.

If a subcontractor’s or other entity’s work is in dispute, provide a written withhold notification to the subcontractor or entity and the Engineer no later than 7 days after receipt of the corresponding progress payment that includes the following:

1. Value of the disputed work

2. Amount of the withhold being taken

3. Bid item numbers or change order numbers associated with the disputed work

4. Explanation of the deficiencies of the disputed work and how the corresponding value was calculated

5. Corrective actions to be taken for release of withheld amount The Department may request additional documentation from you to evaluate whether you applied the withhold in good faith.

If the Department determines your withhold was not applied in good faith or that you failed to submit the required withhold notification, the Department may withhold the same amount from your future progress pay estimate. The Department may also apply a 2 percent penalty on the withhold amount for every month payment is not made.

Add to Section 5-1.20A:

The Contractor shall cooperate with other forces constructing, relocating, and/or modifying facilities within the project limits. The Contractor shall coordinate his work with that of others, including utility companies, and other local agencies to prevent delays.

It is understood and agreed that the Contractor has considered in his bid all of the permanent and temporary utility appurtenances in their present and/or relocated positions as shown on the plans or as described in the specifications, and that no additional compensation will be allowed for any delays, inconvenience, or damages sustained due to any interference from said appurtenances or the operation of moving them. In addition, the Contractor shall not be allowed any additional compensation for delays of inconvenience sustained by the Contractor due to the City not having City-supplied equipment ready for pick-up. In such a case, the City may increase the number of working days for the contract.

Five days prior to beginning work, the Contractor shall provide to the Engineer, in writing, the name and telephone number of a representative who is directly involved with this project, and under the supervision of the Contractor. The Contractor’s representative may be contacted by City staff during non-working hours including nights, weekends and holidays in the case of any public inconvenience and/or emergency relating to the Contractor’s operations. The Contractor representative shall not be replaced by another company employee for the duration of the project without a written explanation from the Contractor which has been approved by the Engineer. Should a new representative be used, he/she shall be knowledgeable of the project, the events, and/or revisions that may be occurring.

Add to section 5-1.20B(1):

The Contractor may use water from City of Roseville fire hydrants provided that the required permits are obtained and the Contractor has paid the associated fees. The contractor shall supply the Engineer with a copy of the required permits.

More information regarding hydrant permits can be found by following the link below:
https://www.roseville.ca.us/government/departments/environmental_utilities/at_your_service/water_suppl y/hydrant_permits

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The contractor shall obtain and comply with all necessary permits, licenses, agreements, and certifications.

Add to section 5-1.20B(4)
The Contractor is responsible for making arrangements to stock-pile and store equipment outside the public right of way as work is performed. Personal vehicles of the Contractor's employees shall not be parked on the traveled way, shoulders, or private property, including any section closed to public traffic.

The Contractor shall secure easements at their own expense for any areas required for plant sites, storage of equipment or materials, or for any other purposes. Before occupying any easement area, the Contractor shall provide the Engineer a written statement from each property owner verifying easement acquisition.

Staging areas located on private property shall be restricted to properties where the property owner has given written authorization to the Contractor for use of said property. The Contractor shall submit, at the preconstruction conference, documentation of the written authorization from the property owner(s). Prior to final acceptance of the project, the Contractor shall provide the Engineer a written statement of release from each property owner that granted an easement for the Contractor’s operations.

Replace section 5-1.26 with:
5-1.26 CONSTRUCTION SURVEYS
The Contractor shall be responsible to provide all surveys to control the lines, elevations and dimensions of the work in conformance with the plans. Any deviation from the lines, elevations and dimensions shown on the plans must receive prior approval from the Engineer. Where new construction connects to existing facilities, the Contractor shall check and establish the exact location prior to construction of the facility.

The Contractor shall be responsible for the accuracy of his/her own layout work and shall be responsible and liable for the preservation of all established lines, grades and layout points. Stakes damaged or destroyed by the public, or operations of the Contractor, will be replaced at the Contractor’s expense.

Add to section 5-1.32 of the Revised Standard Specifications:

The contractor shall submit a haul route for use for each roadway segment on the project.

The haul route must be utilized by all construction traffic. Any observed deviation from this route shall result in damages in the amount of $1000 per occurrence.

Add to section 5-1.36 of the Revised Standard Specifications:

The Contractor shall notify Underground Service Alert (USA) at (800) 642-2444 at least 72 hours in advance of beginning work on the project. The Contractor is cautioned that there are underground and overhead utility facilities within the work area including telephone, electrical, cable television, gas, water and sanitary sewer transmission facilities, fiberoptic, traffic, and storm drainage collection facilities.

The scope of this project is not anticipated to interfere with existing underground or overhead utilities.

However, the Contractor shall take notice of existing utility covers and trench lines. The Contractor shall use extreme caution when excavating and paving in the vicinity of such facilities.

The Contractor shall visit the site of the proposed work and determine the quantity and location of the manholes, valve covers and utility appurtenances to be encountered in the proposed work area and adjust his/her bid accordingly. Damage to such utilities resulting from the Contractor's operations to complete the project shall be repaired at the Contractor's expense.

Where possible conflicts exist, the Contractor shall verify the grade and location of existing underground utilities by careful hand digging prior to beginning work. In the event the Contractor discovers existing utilities within the limits of the excavation, the Contractor shall immediately notify the Engineer and the affected utility owner by the most reasonable expeditious method and later confirm in writing. All required relocation of existing facilities that interfere with the work shall be made by the owning agencies.

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All existing utilities are to remain in service during construction. The Contractor shall be required to work around existing utility poles that will remain in the curb or sidewalk. The Contractor shall also be required to work around existing utility poles that are not within the actual pavement sections. Minor changes in alignment of slopes shall be made to avoid direct conflict that will interfere with the intended purpose of the facility.

The Contractor shall be responsible for properly removing and disposing of any temporary pavement markers.

Add to Section 5-1.36E of the Revised Standard Specifications:

Within the project limits, there are various types of survey monuments including monuments within wells/boxes and unprotected monuments within the existing asphalt.

Prior to the start of work, the contractor shall coordinate with a City contracted surveyor while they mark all monuments within the project with paint. The contractor shall protect all monuments in place. The City may conduct a post construction survey to determine if a monument has been disturbed, obliterated, or otherwise obscured during construction. The Contractor shall be responsible for all costs to re-establish the survey monuments that disturbed, obliterated, or otherwise obscured during construction to the latest City Standards or as directed by the Engineer.

Add section 5-1.36F:

It shall be the responsibility of the Contractor to protect existing roadway facilities (including but not limited to culverts, manholes, monuments, railings, signs, traffic signal detectors, and other roadway appurtenances). Facilities damaged due to the Contractor's operations shall be repaired or replaced, as directed by the Engineer, at the Contractor's expense.

In the event that a sign is knocked down or street maintenance type work is required in the City of Roseville, the Contractor shall immediately call Street Maintenance at (916) 774-5790 during business hours or (916) 847-1611 during non-business hours so a repair crew can be dispatched. If traffic signal detector facilities, signal or lighting facilities are cut or damaged during construction, Traffic Signal Maintenance shall be immediately contacted at (916) 774-5339 during business hours or at (800) 745- 8894 during non-business hours. Traffic signal detector loops shall be replaced within 24 hours; Traffic signal wiring shall be repaired immediately.
6 CONTROL OF MATERIALS
Add to section 6-2.02A:

Material testing for this project will be provided by the Contractor as set forth in section 6 of the State Standard Specifications and the most current City of Roseville’s Quality Assurance Program. The Contractor shall perform all testing to verify compliance with the Specifications of any and all materials furnished by the Contractor. The Contractor shall submit and receive the Engineer’s approval of all compliance test results prior to incorporating materials into the project. The Contractor may elect to place material without the approved certificates of compliance and mix designs at Contractor’s own risk. The Contractor shall notify the Engineer in writing to get the approval of placement of material without approved certificates of compliance and mix design, and $10,000 will be withheld from the Contractor’s progress payment for each certificate of compliance and mix design until the certificate of compliances and mix designs are submitted and approved.

Samples, certificates of compliance, lists of materials and material sources, access to facilities, requests for testing and all other data relating to material testing shall conform to section 6 of the State Standard Specifications, “Control of Materials.” Contractor shall provide the Engineer with 5 working days’ notice of the need for material testing.

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7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to section 7-1.03:

The Contractor shall immediately remove all asphalt material on gutters, sidewalks, and driveways that was tracked or sprayed by equipment or personnel under the Contractor’s control.

Add to section 7-1.04:

The Contractor shall cooperate with and notify the local police and fire departments, refuse, ambulance services, transit, hospitals, and Public Works Street Division of proposed construction operations 5 days before work is to begin.

The Contractor shall be responsible to notify and coordinate their schedule with schools that may be in or adjacent to the projects area.
8 PROSECUTION AND PROGRESS
Add to section 8-1.01:

The Contractor shall prepare a Traffic Control Plan that conforms to section 12, “Temporary Traffic Control.”
Replace section 8-1.02 with:
8-1.02 SCHEDULE
The Contractor shall submit a progress schedule to the Engineer at the preconstruction conference. The progress schedule shall state the street name, the anticipated start and completion dates and the type of construction operation anticipated for each street, and an alternate date in the event the Contractor does not meet their schedule. Work that exceeds the stated completion date shall be understood as being out of conformance with the progress schedule and these Special Provisions. Strict conformance to the progress schedule shall be maintained and should the Contractor not meet their schedule liquidated damages shall apply as outlined in these Special Provisions, the only acceptable delay is due to weather.

The Contractor shall submit a revised progress schedule within 5 working days of the Engineers written request.

Scheduling of change orders or extra work orders is the responsibility of the Contractor. The Contractor shall revise the schedule to incorporate all activities involved in completing the change orders or extra work order and submit it to the Engineer for review and approval. With the concurrence of the Engineer, change or extra work orders of a magnitude less than $500 do not need to be scheduled, unless the order affects the project schedule or other outside parties.

If the Engineer finds the Contractor is entitled to an extension of any completion date under the provisions of the contract the Engineer's determination of the total number of days extension will be based upon the current analysis of the schedule and upon data relevant to the extension.

Replace section 8-1.03 with:
8-1.03 PRECONSTRUCTION CONFERENCE
Prior to the start of construction, a preconstruction conference will be called by the Engineer for the purpose of discussing with the Contractor the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to be used, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. The Contractor's representation at this conference shall include all major superintendents for the work and may include major Subcontractors and material suppliers.

The Contractor shall be responsible to coordinate utility relocations within the project area. Coordination of utilities within the project limits, including relocations and maintenance of existing facilities and

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additions thereto, shall be confirmed in writing by utility representatives and the Contractor at this conference or within 5 working days thereafter.

Add to section 8-1.04:The Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed.

This work shall be diligently prosecuted to completion before the expiration of 75 Working Days beginning no later than the fifteenth calendar day after the date shown on the Notice to Proceed.

Notify the Engineer in writing that all work has been completed. The Engineer will create a punch list of items to be addressed prior to acceptance. Complete all punch list items within the contract working days.

Add to section 8-1.10A:

The City specifies liquidated damages (Pub Cont Code § 10226). Liquidated damages, if any, accrue starting on the 1st day after the expiration of the working days through the day of Contract acceptance except as specified in sections 8-1.10B and 8-1.10C.

The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance.

Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.

Add to section 8-1.10B:

The roadway shall be fully opened to traffic by the end of the roadway’s last working hour. The Contractor shall pay to the City liquidated damages of $1,000 per hour for each hour, or portion of an hour, after the last working hour is exceeded and that a traveled lane remains closed due to the Contractor’s operations.

After the working hours of the roadways are exceeded by 1 hour of the last working hour, the Contractor shall pay to the City liquidated damages of $2,000 per hour for each hour, or, portion of an hour, that a traveled lane remains closed due to the Contractor’s operations.

For other failures to complete work within a specified time, unless otherwise specified herein, the Contractor shall pay to the City liquated damages of $2,000 per hour for each hour, or, portion of an hour, that the work remains incomplete.

The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance.

Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.

Add to section 8-1.10C with:

The Contractor shall pay to the City liquidated damages of $600 per day for each day, or portion of a day, that a street is not swept as outlined in these Special Provisions.

For other failures to complete work by a specified time, unless otherwise specified herein, the Contractor shall pay to the City liquated damages of $2,000 per hour for each hour, or, portion of an hour, that the work remains incomplete.

The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance.

Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.

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Add to section 8-1.13:

The Contractor is responsible for all material and/or equipment necessary to perform the project as specified. Should the City have to supply the Contractor with time, material, or equipment to complete work beyond that which is specified herein, the Contractor shall be billed accordingly. 9 PAYMENT
Add to section 9-1.02A:

Payment for all work bid at a price per unit of measurement will be based upon actual quantities of work as measured upon completion. The City does not expressly or by implication agree that the actual amount of work or materials of any class will correspond to the estimated quantities given in the proposal.

The Contractor shall make no claim for anticipated profits, or loss of profit, for damages, or for any extra payment whatever because of any difference between the amount of work actually done or materials furnished and the estimated amount.

The percentage paid for “Traffic Control System” and “Placement and Maintenance of BMPs” bid items on each progress payment shall be based on percentage of actual work completed excluding those items not to exceed 100%.

Add to section 9-1.16A:

The Contractor shall submit all requests for progress payments using the forms included in Appendix A:

Form CC1: Progress Payment Request - This form is to be completed and signed by the Contractor and attached as a cover sheet to its request for payment. This will be mandatory on all contract requests.

Form CC2: Progress Payment Request – Detail - This form may be used by the Contractor to provide the detail required to verify payment quantities. (City will accept the Contractor’s standard form if it provides the required information).

Form CC3: Quantity Change Verification Form - This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the contract, the City will issue a “Balancing Change Order” incorporating all quantity increases and decreases in the contract items of work.

Replace Reserved in section 9-1.17A with:

The Contractor shall submit:

Form CC4: Final Release Form - This form must accompany all requests for final payment (see Appendix A).

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DIVISION II GENERAL CONSTRUCTION
12 TEMPORARY TRAFFIC CONTROL
12-1 GENERAL
Add to section 12-1.01:

Attention is directed to sections 7-1.03, “Public Convenience,” 7-1.04, “Public Safety,” and 12, “Temporary Traffic Control,” of the Revised State Standard Specifications, State Standard Specifications, Standard Construction Specifications, and these Special Provisions. Nothing in these Special Provisions shall be construed as relieving the Contractor from the requirements of section 7-1.04, “Public Safety.” Section 12-1.04:

This section of the State Standard Specification has been deleted. 12-3 TEMPORARY TRAFFIC CONTROL DEVICES
Add to section 12-3.32
In addition to Section 12-3.32 of the State Standard Specifications, portable changeable message sign shall be furnished, placed, operated and maintained for the duration of the project in conformance with the provisions in Section 12, “Construction Area Traffic Control Devices,” of the State Standard Specifications and these Special Provisions. Contractor shall provide portable changeable message signs at the beginning and end of the improvements shown on PFE Road (both directions).

Portable Changeable Message Signs (PCMSs) shall be placed at least 5 working days prior to the start of initial work and shall remain in place for the duration of the work on the segment is fully complete.

Changeable message signs shall state the street the work is taking place, the dates, the time of work and type of work. Changeable message signs shall be turned off after initial work on a roadway segment is complete and no work is anticipated on a segment for five (5) working days. Prior to resuming work on a roadway segment, changeable message signs shall be turned on five (5) working days in advance.

PCMSs shall be locked with combination locks and password protected. The combination and password shall be provided to the City.

The contract price paid for each PCMS shall include full compensation for furnishing all labor, materials, tools, equipment, maintenance, relocating, removal, and incidentals, and for doing all work involved in placing, maintaining, and removing PCMSs, complete in place, as shown on the plans, as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor.
12-4 MAINTAINING TRAFFIC
Add to section 12-4.01A:

At the preconstruction conference, the Contractor shall submit a Traffic Control Plan showing traffic control measures and/or, if approved, detours for vehicles and pedestrians affected by the construction work. A minimum of 7 working days will be required to review and provide the Contractor with comments on the plan. The Contractor shall revise the plan per the City's comments until the plan is accepted by the Engineer. The Contractor will not be allowed to begin work until the Engineer has accepted the traffic control plan.

The Contractor shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning, and advisory signs. The Contractor shall provide and maintain all traffic control and safety items. The Contractor assumes sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously 24 hours per day and shall not be limited to normal working hours.

The Traffic Control Plan shall cover all stages of work, per site, and include (but not limited to) the following information and detail: (1) Street closures and detours if allowed; (2) construction, warning,

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detour and restriction signs, including "No Parking", “Loose Gravel”, “Construction Area Speed limit Signs, “and “Bump Ahead” signs; (3) temporary striping and pavement markers; (4) barricades; (5) flashing arrow signs; (6) lighted message boards; (7) portable delineators; (8) traffic cones; (9) lights, flares, flaggers, and spacing’s.

A copy of the accepted Traffic Control Plan must be kept at the job site at all times.

Temporary lane closures will be allowed only during approved working hours. During the closures, the contractor shall maintain access to adjacent properties. No lane closures may begin without an approved traffic control plan. Contractor shall provide at least 1 lane in each direction on all existing streets throughout the construction project unless otherwise approved in writing by the Engineer.

When work is performed within 200’ of an intersection, the Contractor shall request that the traffic signal be placed in red flash. The Contractor shall submit a Red Flash Request form at minimum 72 hours in advance of the date of work to the Resident Engineer and the City Traffic Engineering Team. Requests placed after 4:30pm shall be considered as placed 8:00am the following day. The Red Flash Request Form is included in Appendix B. If no work is being performed with an intersection, the Contractor shall inform a City representative so the signal will be restored to normal operations. The intent is that the traffic signal is placed in Red Flash when lanes will be taken approaching and at the intersection and when work will occur within the limit lines.

At all intersections, the Contractor shall provide a minimum of 2 flaggers per intersection while the intersections are in red flash, or as determined by the Engineer.

The Contractor shall diligently progress with operations within signalized intersections and communicate with the Engineer for restoring signalized intersections to normal operations once the Contractor’s operations are complete within the limits of signalized intersections.

The Contractor shall cooperate with and notify the local police and fire department, ambulance services, hospitals, post office, refuse collectors, schools and school districts, transit, residents and any other party as directed by engineer of proposed construction operations and traffic control operations a minimum of 5 working days before work is to begin in each work area. If changes are made to the traffic control operations, Contractor shall re-notify at least 2 working days before work is to begin. In addition, the Contractor shall make available a 24 hour telephone number in case of emergencies and/or problems.

A minimum of 5 working days before work is to begin in each work area. If changes are made to the traffic control operations, Contractor shall re-notify at least 2 working days before work is to begin. In addition, the Contractor shall make available a 24 hour telephone number in case of emergencies and/or problems.

All contractor employees shall be instructed to stop work and remove any equipment or materials that maybe impeding emergency response.

The Contractor will be responsible for notifying residents and businesses of the proposed construction.

Notifications shall be distributed to residents and businesses within a 100 feet radius of the job limits.

Notifications to affected residents and businesses within the work areas and shall consist of 2 phases which shall be performed for all roadway treatments applications. The first phase notifies the affected residents and businesses of the upcoming construction through the use of “door hanger” type formatted notifications. The notification shall state the street name, the working hours, and the anticipated begin and completion dates for each street. The City will provide a digital copy of “door hanger” for each treatment for use by the Contractor. The Contractor shall distribute the door hanger notifications a minimum of 5 working days in advance of any work. This shall be repeated for each roadway treatment. If work is adjacent to gated communities, the contractor shall mail notifications 2 weeks in advance of proposed work. The contractor shall review the work area prior to submitting a bid and determine if gated communities are within the notification zone and inform their bid accordingly.

Notifications shall be tucked neatly in doorjambs, handles, or partially under mats. Notifications shall not be glued, stapled, tacked, or otherwise attached to property. The Contractor shall take care to stay on designated walkways during delivery of notifications, and be polite to citizens encountered.

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The second phase consists of the Contractor posting “No Parking” signs on barricades 48 hours prior to the work on streets that allow parking where required. The “No Parking” signs shall also include the exact working day the construction work will take place. A warning indicating that vehicles will be towed away at the owner’s expense shall also be included on the “No Parking” signs. In addition, the Contractor shall make available a 24 hour telephone number in case of emergencies and/or problems and shall post the telephone number on the “No Parking” signs. The Contractor shall be responsible for placing temporary “No Parking” signs in advance of any construction activity. Barricades shall be placed a maximum of 500 feet apart, on both sides of the affected street. This shall be repeated for any subsequent construction operation portion of work. At the preconstruction conference, the Contractor shall provide the Engineer a copy of the proposed notification “No Parking” for acceptance.

Emergency access to driveways, intersections, and residential streets shall be maintained at all times. If vehicles are parked in the working area, the Contractor shall not attempt to move the vehicle. The Contractor shall notify the Engineer immediately, and the Engineer shall make proper arrangements to remove the vehicle.

Lane and street closure shall not be allowed without proper advance warning devices, signing and flag persons in conformance with the State Standard Specifications and these Special Provisions. At the completion of each working day, all lanes of traffic shall be open to the public. Street closure shall not be allowed on schedule refuse collections days.

The provisions in this section shall not relieve the Contractor from his/her responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.09, "Public Safety.”
Traffic Control shall include all labor, tools, equipment and materials required to provide, maintain, and remove all signage, flagmen, temporary barricades, and appurtenances to provide traffic control within the project limits as set forth in the State Standard Specifications, California Manual on Uniform Traffic Control Devices (CAMUTCD), these Special Provisions, and as directed by the Engineer.

The Contractor shall have on their payroll a competent person responsible for all traffic control required for this project. The person shall be on site at all times whenever traffic control is in effect. Contractor shall identify this person at the preconstruction conference.

Should the Contractor decide to subcontract the traffic control portion of this project, the Subcontractor shall be available as previously described. In addition, the Contractor shall also appoint a person to oversee the traffic control operations. The Contractor's appointee shall be available and responsible to implement the necessary traffic control plan according to the accepted traffic control plan and the latest edition of the California Manual on Uniform Traffic Control Devices (CAMUTCD).

Any vehicle used to place, maintain, or remove components of a traffic control system on multilane highways at night shall be equipped with a Type II flashing arrow sign which shall be in operation at all times while the vehicle is being used for placing, maintaining, or removing said components. The sign shall be controllable by the operator of the vehicle while the vehicle is in motion.

During the working hours, the Contractor may, with the Engineer's approval, close 1 or 2 of the traffic lanes in each direction of existing 4 lane and 6 lane roads respectively, to perform the required work. One travel lane shall remain open in each direction. Lane closure shall not be allowed without proper advance warning devices and signing, and flag person control in conformance with the State Standard Specifications and these Special Provisions. The Engineer shall be the sole judge of the spacing, length, and sequence of the lane closure areas. At the completion of each working day, all existing lanes of traffic shall be maintained open to traffic and temporary traffic markers shall be placed (if necessary).

Provisions must be made for the uninterrupted passage of emergency vehicles through the project limits at all times, regardless of controlled traffic conditions existing at the time.

During the working hours, the Contractor may, with the Engineer’s approval, close 1 of the traffic lanes of and existing 2 lane road, to perform the required work. The contractor shall maintain two-way traffic. Lane closure shall not be allowed without proper advance warning devices and signing, and flag person control in conformance with the State Standard Specifications and these Special Provisions. The Engineer shall

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be the sole judge of the spacing, length, and sequence of the lane closure areas. At the completion of each working day, all existing lanes of traffic shall be maintained open to traffic and temporary traffic markers shall be placed (if necessary). Provisions must be made for the uninterrupted passage of emergency vehicles through the project limits at all times, regardless of controlled traffic conditions existing at the time.If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location.

If there is a discrepancy and/or the Traffic Control Plan submitted and approved by the City is not followed Contractor shall correct the discrepancy within 1 hour. If this is not mitigated the Contractor will stop work as directed by the Engineer.

For the Piedmont Way work (Sheet 7-9), road closure is permitted with proper detour and signage. Half of roadway can be “no-parked” and must allow access to residence driveways at all times.

For the Royer Park work (Sheet 4), no chemicals, construction material, or other pollutants are permitted to discharge into Dry Creek and no work will be permitted between October 15th and April 15th. Park Drive must remain accessible to traffic at all times.

Working hours for each segment is as follows:

Sheet 3 (Denios) 7:00am - 7:00pm
Sheet 4 (Royer Park) 7:00am - 7:00pm
Sheet 5 (Edgemont) 7:00am - 7:00pm
Sheet 6 (PFE Rd.) 9:00am - 7:00pm
Sheet 7-9 (Piedmont) 8:00am – 4:30pm
Sheet 10 (East St.) 8:00am - 4:30pm
Replace section 12-4.02A(2) with:
8-4.04A(2) Definitions
See section 1-1.07B of these Special Provisions for designated holidays.

Add to section 12-4.02C(3)(a):

Non-compliance with the traffic lane closure hours as specified in these Special Provisions shall result in a deduction from the Contractor’s progress payment(s) as specified in section 8-1.10B.

Replace Reserved in section 12-4.10 with:

Full compensation for conforming to all requirements specified in section 12, “Temporary Traffic Control,” excluding sections 12-3.32, “Portable Changeable Message Signs” and 12-6, “Temporary Pavement Delineation,” shall be considered as included in the contract lump sum price paid for “Traffic Control System.”
12-6 TEMPORARY PAVEMENT DELINEATION
Replace the first sentence in section 12-6.01 with:

Section 12-6 includes specifications for placing temporary pavement delineation.

Add to section 12-6.01:

Nothing in these Special Provisions shall be construed as reducing the minimum standards specified in the California MUTCD or as relieving the Contractor from the responsibilities specified in Section 7-1.04, "Public Safety.”

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Whenever existing thermoplastic traffic stripes, pavement markings and pavement markers are obliterated the minimum temporary pavement delineation to be provided shall be a single coat of waterborne traffic line paint applied in conformance with section 84, “Markings” of the State Standard Specifications and these Special Provisions.

Temporary pavement delineation shall be placed after any existing thermoplastic pavement striping, markings, and pavement markers or temporary paint has been obliterated by construction operations, other than operations that place the final pavement surface, temporary raised pavement markers or traffic tape shall be installed prior to opening the traveled way to public traffic or as determined by the Engineer.

No difference in alignment between temporary markers and the existing thermoplastic stripes and markings shall be allowed. At no time shall lane widths be narrower than what is specified in the City of Roseville Standard Construction Plans and Specifications. If, in the opinion of the Engineer, a misalignment exists it shall be repaired immediately to the satisfaction of the Engineer at the Contractors expense.

Temporary pavement delineation on the final pavement surface shall be temporary raised pavement markers and shall only be used for lane line delineation, limit lines and yield lines shall be traffic tape. The temporary raised pavement markers shall be the peel and stick variety. All raised pavement markers shall be removed prior to the placement of permeant pavement delineation. Temporary raised pavement markers shall be continuously maintained such that all lanes are clearly identified at all times. Failure to place permanent pavement delineation within 14 days of the final surface shall require the contractor to remove and replace all temporary delineation and be assessed damages.

Add section 12-6.03C with:

Whenever edge lines (including bike lane lines) are obliterated, the edge line delineation to be provided for that area adjacent to lanes open to public traffic shall consist of traffic delineators placed longitudinally at 100-foot maximum intervals.

Add to section 12-6.04:

Full compensation for conforming to all the requirements specified in section 12-6, “Temporary Pavement Delineation” shall be considered as included in the lump sum contract price paid for “Temporary Pavement Delineation.”
13 WATER POLLUTION CONTROL
13-1 GENERAL
Add to section 13-1.01A:

BMP devices shall conform to those shown within the City of Roseville’s Storm Quality BMP Guidance Manual for Construction. The acceptable DI protection is shown in Appendix D of these Special Provisions and shall be installed and maintained by the Contractor. BMP’s shall remain in place during the full construction processes, plastic and or roofing paper is not acceptable to be used for drainage covers.

Add to section 13-1.04:

Full compensation for conforming to all requirements specified in section 13, “Water Pollution Control” shall be considered as included in the contract lump sum price paid for “Placement and Maintenance of BMPS.”
14 ENVIRONMENTAL STEWARDSHIP
14-8 NOISE AND VIBRATION
Add to section 14-8.02:

Noise level requirements shall apply to all equipment used on the project including, but not limited to, trucks, transit mixers or transient equipment that may not be owned by the Contractor. The use of loud signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel.

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19 EARTHWORK
19-1.01A Summary
In addition to the requirements of Section 19-1.01 of the State Standard Specifications, the following shall apply:

The Contractor shall perform all excavation required for the complete project, to the lines and grades as shown on the Project Plans, as described in these Special Provisions, and as directed by the Engineer. 19-2.00 Roadway Excavation
In addition to the requirements of Section 19-2 of the State Standard Specifications, the following shall also apply:

Excavated material not reused shall be disposed of in accordance with the provisions of Section 7-1.13, “Disposal of Material Outside the Highway Right of Way” and 16-1.04 “Removal and disposal of Materials”, of the State Standard Specifications.

The Contractor shall do all excavation of whatever substance is encountered to the lines and grades shown on the plans. All material suitable for use as backfill shall be piled in an orderly manner a sufficient distance from the side of the excavation to avoid overloading and to prevent sliding into the excavation. The Contractor shall do such grading as is necessary to prevent surface water from entering the excavation.

Excavations adjacent to the existing roadway shall be closed at the end of each day’s work. At the option of the Contractor, steel cover plates may be used at the end of each workday to cover excavations not backfilled adjacent to the roadway.

Excess excavated material suitable for use elsewhere in the construction may be reused therein. All surplus or unsuitable material with the exception of asphalt grindings shall become the property of the Contractor and shall be removed from the job site to a predetermined disposal site at the Contractor’s expense.

The Contractor shall remove and dispose of all water entering excavations. Disposal of water shall be done in a manner to prevent damage or nuisance to adjacent properties.

Existing asphalt concrete pavement that is to remain intact shall be saw cut in a neat, straight, parallel line.

All pavement damaged during the work shall be cut out in a rectangular pattern and removed and paved.

The maximum lift of backfill material shall depend upon the type of backfill material, relative compaction required, and proposed compaction method to be used, but in no case shall the loose lift thickness of any material exceed 8 inches.

HAZARDOUS MATERIAL DISPOSITION:

During the course of trenching, grading, grinding, or other excavation, should potentially hazardous materials or other questionable materials be encountered, the City’s Resident Engineer shall be contacted immediately.

The Contractor shall mark the site. The City will respond within 24 hours to investigate the site and render an opinion on the questionable materials regarding future action at the site. The intent is to minimize schedule delays to the construction.

The City will be responsible for delineating any required exclusions zones, removing and containerizing questionable material, as well as monitoring the work site for compliance with applicable health and safety compliance.

Removed material will be contained in drums, or drop boxes, depending on the volume, and temporarily staged within the fenced area behind the existing building located at the west side of the parking lot. The staging duration will only be long enough to obtain analytical laboratory results and confirm disposition

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instructions on the material. For each discovery, it is anticipated the material will be staged for less than 30 days.

PAYMENT
The intent of the Roadway Excavation item is to provide a method of payment for areas that are excavated and stabilized by a shallow excavation and deep lift of hot mix asphalt. The roadway excavation quantity shall only be quantity of soil excavated. Hot mix asphalt shall be paid under the Hot mix asphalt unit price.

The contract unit price paid per cubic yard for Roadway Excavation shall include in the cubic yard price paid for in roadway excavation and the full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in performing roadway excavation complete in place, including excavating, sloping, rounding, loading, hauling, depositing, spreading, compacting and preparing subgrade and dewatering, as shown on the plans, as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer.

The estimated quantity for “Roadway Excavation” bid item is included in order to establish a unit price per each. The Contractor shall obtain written authorization from the Engineer prior to placement of material.

This contract bid item shall be paid only on the basis of written authorization from the Engineer. The City reserves the right to increase, decrease, or delete this item entirely at the discretion of the Engineer.

Changes in quantity shall be paid at the unit price specified in the Contractors bid, no additional compensation shall be allowed for changes in quantity. No additional compensation shall be due the Contractor in the event this bid item is deleted entirely. 19-2.02 UNSUITABLE MATERIAL
In addition to the requirements of Section 19-2 of the State Standard Specifications, the following shall also apply:

Should unsuitable material be encountered which, in the opinion of the Engineer, cannot be stabilized, the Contractor shall remove the unsuitable material to the dimensions and limits directed by the Engineer. The Contractor shall use extra care in excavating unsuitable materials so as not to aggravate the conditions. If, in the opinion of the Engineer, the Contractor’s methods and equipment are increasing the amount of unsuitable materials to be excavated, the Engineer will require the Contractor to take necessary steps to correct the situation. Should the problem continue, the Contractor shall pay all costs beginning from the time correction steps were last implemented.

When unsuitable material is removed and disposed of, the resulting space shall be filled with material suitable for the planned use. Unsuitable materials shall be removed from the job site.

The Contractor shall make provisions to replace all material identified as unsuitable. Typical treatment for unsuitable base will include excavation of 12” of material, placement of Tensar BX1200 Geogrid or equal, and placement of Class II AB.

The estimated quantity for “Unsuitable Material” is for bidding purposes only and an estimated 100 cubic yards has been included. The quantity can be extended, reduced, or deleted at the discretion of the Engineer, with no change in the unit bid price. If unsuitable material is discovered, the Contractor will notify the Engineer for approval of excavation and backfill. If the Engineer does not approve that the material is unsuitable prior to excavation and backfill, the Contractor will be responsible for the cost of excavation and backfill.

The contract unit price paid per cubic yard for Unsuitable Material shall include full compensation for furnishing all labor, materials, tools, equipment, excavation, backfill, geogrid, aggregate base, compaction, removal and incidentals, and for doing all work involved in constructing Unsuitable Material, complete in place, as shown on the plans, as specified in the State Standard Specifications and these Special Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor

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DIVISION V SURFACINGS AND PAVEMENTS
39 HOT MIX ASPHALT
SECTION 39 HOT MIX ASPHALT (ASPHALT CONCRETE)
Add to Section 39-2.01:

Contractor may choose either to slurry to the top of the trench and come back after trenching operations are completed to grind and place HMA or HMA shall be placed back within the same week after trench was opened. No additional compensation will be given.

Replace Section 39-2.02B(3) with:

Asphalt binder for Type A Hot Mix Asphalt shall be performance grade 64-10 paving asphalt conforming to Section 92, “Asphalt Binders,” of the Caltrans Standard Specifications.

Add to Section 39-2.02B(4):

Type A Hot Mix Asphalt shall be, ½” Maximum Medium Gradation. A mix with ¾” Maximum Medium Gradation may be used for the bottom lift(s).

Replace Section 39-2.02D with:
39-2.02D Payment
The contract unit price paid per ton for Hot Mix Asphalt (1/2”, Type A) shall be paid for in the “Hot Mix Asphalt (1/2”, Type A)” and shall include full compensation for furnishing all labor, materials, tools, cores, testing, 1 Job Mix Formula, equipment, and incidentals and for doing all the work involved in placing HMA (1/2”, Type A), including, cores, placing, leveling, and compacting material as shown on the plans, as specified in the Standard Specifications, and as directed by the Engineer.

This item is specific to the asphalt overlay of the intersection at Piedmont Way and Sheffield Avenue (Sheet 9 of the plans) and the asphalt paving work of the alley and driveway on East Street (Sheet 10 of the plans).

Replace Section 39-3.04D with:
39-3.04D Payment
Full compensation for conforming to all requirements specified in section 39-5 and Cold Planing to a depth of 2-inches or as indicated on the plans and the contract documents, shall be considered as included in the contract unit price paid per square yard for “Cold Plane Asphalt Concrete”.

This item is specific to the overlay of the intersection at Piedmont Way and Sheffield Avenue (Sheet 9 of the plans) and the asphalt paving work of the alley and driveway on East Street (Sheet 10 of the plans).

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DIVISION VI STRUCTURES
51 CONCRETE STRUCTURES
51 1.01 CONCRETE STRUCTURES
Portland cement concrete structures shall conform to the provisions in Section 51, "Concrete Structures," of the Standard Specifications and Section 71 of the City of Roseville Construction Standards and these special provisions.
51 1.02 MINOR STRUCTURES
Drop inlets, drainage manholes, concrete inlet structures, and other miscellaneous concrete structures not specified elsewhere shall conform to the Section 101—Drainage of the City of Roseville Construction Standards and Section 51—Concrete Structures of the Caltrans Standard Specifications.

The contract unit price paid for Drop Inlets Type “C” and Modified Drainage Inlets Type “C” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Drainage Inlets Type “C” and Modified Drainage Inlets Type “C” complete in place, including connection of storm drain, metal grates, reinforcing steel, excavation, backfill, and compaction as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete aprons adjacent to drop inlets shall conform to Section 73-1.01 “Miscellaneous Concrete Construction” of these special provisions. Full compensation for concrete aprons shall be considered as included in the contract unit price paid for the adjacent inlet type and no additional compensation is allowed.

The finished grade for pavements, aprons or other roadway structures shall be uniform without abrupt changes in grade or alignment and match the existing surfaces at the perimeter of the section. 51-1.23 PAYMENT
The contract price paid per each for Drop Inlet Type “C”, Modified Drop Inlet, Precast Storm Drain Manhole, and other miscellaneous concrete structures shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and constructing drop inlets, drainage manholes, inlet structures, and other miscellaneous concrete structures, complete in place, including removal of existing drainage facilities, saw cutting, structure excavation and structure backfill, frames, grates, racks, covers, miscellaneous hardware, and adjustment of frame and grate to grade, as specified on the Plans, and as specified in the City of Roseville Construction Standards, the Caltrans Standard Specifications, and as directed by the Engineer.

SECTION 65: REINFORCED CONCRETE PIPE
In addition to Section 65 of the Caltrans Standard Specifications, the following shall apply:

The Contractor shall furnish and install Storm Drain Pipe in conformance with Section 101 of the City of Roseville Construction Standards, the Plans, and as specified herein. The materials for the Storm Drain Pipe shall consist of reinforced concrete pipe (RCP), or ductile iron pipe (DIP) pipe or high density polyethylene (HDPE) pipe in conformance with Section 101 of the City of Roseville Construction Standards and Design and Construction Details TB-3 and DR-19.

The contract price paid per linear foot for Storm Drain Pipe shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing Storm Drain Pipe complete in place including removal and disposal of asphalt pavement, existing drainage facilities, structure excavation, placement and backfilling of pipe, connecting new pipe to new and existing facilities, including collars, manhole connections, and caps, placement of aggregate base and asphalt pavement as specified on the Plans, and as specified in the City of Roseville Construction Standards, the Caltrans Standard Specifications, and as directed by the Engineer.

SP-20

SP-21

SP-22

DIVISION VII DRAINAGE FACILITIES
71 EXISTING DRAINAGE FACILITIES
71-3 REHABILITATE DRAINAGE STRUCTURES
Add to section 71-3.01.A(4)(c)v:

The Contractor shall TV existing pipes and clear all debris, roots, and/or objects obstructing flow prior to pipe lining. TV footage shall be provided to the city on a CD or USB. Contractor shall install “Dynaliner” PVC Pipe Liner or approved equal per manufacturer’s specifications.

Replace 71-3.01D Payment with:

Payment for the following work is included in the payment for PVC Pipe Liner:

1. Initial Video Inspection

2. Cleaning and Preparation

3. Quality Control and assurance

4. Keeping the pipeline free of water and debris

5. Inspection and evaluation

6. Performing post-rehabilitation video inspection
Payment for diverting the flow of the water away from the pipeline is included in the payment for PVC Pipe Liner.

Record the quantity of slurry cement that is installed and submit this quantity. The City does not pay for slurry cement backfill material that is wasted, disposed of, or remaining on hand after the completion of the work.

The contract price paid per linear foot for all sizes of PVC Pipe Liner shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for all the work involved in rehabilitating the storm drain, including, but not limited to, pipe inspection, pipe cleaning, water diversions, pumping, debris removal and disposal, OSHA requirements, concrete, grout, mortar, slurry backfill, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer. The bid item for PVC Pipe Liner shall be used to establish the contract price paid per linear foot and the items shall not be subject to unit price adjustments based on changes in quantities. 71-3.10A(2) Preparation
Safety
The Local & Federal Safety regulation and Contractor shall carry out his operations in strict accordance with all applicable OSHA standards. Particular attention is drawn to those safety requirements involving entering confined spaces, local and Federal Safety regulation.

Flow Control
Before pipe liner installation, all water flow through the discharge pipe to be rehabilitated shall be stopped by installing a temporary disk plug or bladder plug. Additional methods such as temporary plugs or sandbags shall be utilized to stop the flow of any leaks around the disk plug, as necessary.

TV Inspection
Inspection of pipelines shall be performed by experienced personnel trained in closed-circuit television (CCTV). The interior of the pipeline shall be carefully inspected to determine the location of any conditions which may prevent proper installation, and it shall be noted so that these conditions can be corrected. A USB drive (or file transfer) and log sheet shall be kept for later reference by the City. A copy of the video footage and log sheet shall also be sent to the City. Pre and post lining CCTV video files shall be provided and clearly labeled as such with inspection dates.

Obstruction Removal
The line shall be cleared of obstructions such as debris, dropped joints or collapsed pipe that will prevent

SP-23
installation. If inspection reveals any obstructions that cannot be removed by conventional sewer cleaning equipment, then the City shall be notified.

Cleaning
All debris shall be removed from the pipe. All waste shall be collected in bags or polymer waste containers and removed from the site for disposal.

Infiltration Control
Areas of water seepage shall be sealed off by an approved method of rapid setting plugs and/or chemical injection grout. The proposed water control methods of rapid setting plugs and /or chemical injection grout need to be chemically compatible with the new liner materials. Pools of water shall be removed; however, a completely dry surface is not required.

Patching
Holes and voids around the existing pipe shall be patched or filled by hand packing or hand spray application and troweled flat. Permacast Plug and Permacast Patch or equivalent shall be used for hand patching needs. Entry shall be made per OSHA confined space requirements. 71-3.10C(3) Site Clean Up
The job site shall be clean and free of construction waste before demobilization. 71-3.10D Payment
The contract linear foot price paid for all sizes of PVC Pipe Liner shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for all the work involved in installing pipe liner, complete in-place, including, but not limited to, pipe inspection, pipe cleaning, water diversions, pumping, debris removal and disposal, OSHA requirements, concrete, grout, mortar, as shown on the plans, as specified in the City of Roseville Design and Construction Standards, the State Standard Specifications and these special provisions and as directed by the Engineer.

The bid items for PVC Pipe Liner shall be used to establish the contract price paid per linear foot and the items shall not be subject to unit price adjustments based on changes in quantities.

DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
73 1.01 MISCELLANEOUS CONCRETE CONSTRUCTION
Portland Cement Concrete curbs, gutters, sidewalks, curb ramps, concrete medians, concrete islands, bus pads, bus turnouts, valley gutters and driveways shall conform to the provisions in Section 73, "Concrete Curbs and Sidewalks," of the State Standard Specifications and these special provisions.

All concrete shall be Class A, six sack mix unless otherwise specified. For all driveway locations, where early opening to traffic is required, concrete shall be rapid setting concrete.

All newly placed concrete shall be cured with a clear concrete curing compound (State Specification 8030-71D-06).

The contract price paid per unit for “PCC Ramp (Remove and Replace)” shown on the plans and indicated in the bid items list, shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete, compaction, installation of truncated domes, raising existing facilities to grade, incidentals and equipment required to complete these items of the work, to the limits as shown on the plans, as specified in the State Standard Specifications and these special provisions and as directed by the Engineer.

The contract unit price paid per linear foot for “PCC Curb & Gutter (Remove and Replace)”, of the types shown on the plans and indicated in the bid items list, shall include full compensation for all labor, materials, tools, aggregate base and placement, complying with ADA requirements, placing concrete,

SP-24
compaction, raising existing facilities to grade, placement of hot mix asphalt, as shown on the plans incidentals and equipment required to complete these items of the work, as shown on the plans, as specified in the State Standard Specifications and these special provisions and as directed by the Engineer.

SP-25

DIVISION IX TRAFFIC CONTROL DEVICES
81 MISCELLANEOUS TRAFFIC CONTROL DEVICES
Add the following to section 81 with the following:
84 MARKINGS
84-1 GENERAL
Add to section 84-1.01:

Traffic stripes and pavement markings shall be installed per provisions in section 84 of the City of Roseville Construction Standards and these Special Provisions.

Contractor shall remove all existing striping and pavement markers within the project limits prior to trenching.

Before obliterating any pavement delineation, the alignment and location of the pavement delineation shall be referenced by the Contractor with a sufficient number of control points to reestablish the alignment and location. The references shall also include the limits or changes in striping pattern, including limit lines, crosswalks and other pavement markings.

Traffic stripes and pavement markings shall be replaced at all locations where existing traffic stripes and pavement markings are obliterated or covered as a result of trenching operations.

Unless otherwise noted on the plans, the Contractor shall replace all pavement delineation on the same alignment and location.
84-2 TRAFFIC STRIPES AND PAVEMENT MARKINGS
Add to section 8-2.03A:

The Contractor shall be responsible for removal and establishing alignment of all Pavement Traffic Stripes and Pavement Markings outlined on the plans.

Permanent pavement delineation shall be installed no earlier than 7 calendar days and no later than 14 calendar days after HMA application.

Add to section 84-2.04:

Full compensation for conforming to all requirements specified in section 84, “Markings” shall be paid for at the contract square footage price paid for “Thermoplastic Pavement Markings, Striping, and Markers,” and “Remove Pavement Markings, Striping, and Markers.”

SP-26

END OF SPECIAL PROVISIONS

CONSTRUCTION DETAILS

Refer to City standard details found on the City’s public website and modified details on approved plans as noted for construction details.

APPENDIX A

MONTHLY PROJECT PAYMENT

ESTIMATE SUMMARY
Department of Public Works Payment Estimate No:
311 Vernon Street
Roseville, CA 95678 Work Performed Through:

Contractor: Project:

Address: Acct.No:

Contract Summary
Original Contract Amount: (1)
Approved Change Orders (CCO) through CCO#: (2)
Quantity Changes (Requires Project Engineer/Inspector verification): (3) Total Contract Amount to Date: (4)
Payment Summary
Contract Payments
Payment through PP# )
Change Order Payments
(CCO# through )
Total Earnings:

Less: Retention: (5%)
In escrow account Yes No
Less: Administrative Deductions
(Deducted from PP# )
Payment Due to Contractor
The undersigned Contractor or Contractor's Authorized Representative certifies that to the best of his knowledge, information, and belief, the work covered in this application for payment has been completed in accordance with the contract documents and the costs shown are true and correct.

Resident Engineer: Senior Engineer: Contractor:

Date: Date: Date:

Form CC 1 REV: 01/2015

PERIOD AMOUNT

CURRENT PAY PREVIOUS

AMOUNT AMOUNT

TO DATE

Project: PROJECT PAYMENT ESTIMATE
Acct.No: Payment Estimate No:

Department of Public Works311 Vernon Street Contractor:Roseville, CA 95678 Work Performed Through:

Item Item Description Unit Estimated Unit Cost Contract No. Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount This Estimate Work Completed Work Remaining Previous Estimates FORM CC 2 REV: 5/07

Project: QUANTITY ADJUSTMENT FORM
Acct.No: Payment Estimate No:

Department of Public Works311 Vernon Street Contractor:Roseville, CA 95678 Work Performed Through:

INSTRUCTIONS
This form is to accompany Progress Payments or the Final Payment where there are quantity changes (variations in quantities) authorized by the Department of Public Works that adjust the Total Contract Amount. Quantity Changes in the amount of:Accompanying Progress Payment # (or Final Payment) have been reviewed and the actual quantities verified.

Item Item Description Unit Unit Cost
No. Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount Quantity
Increase
(Decrease) Amount
Contractor Signature Date Resident Engineer Signature Date This Estimate Previous Estimates
Contract Quantity Adjustments
To-Date Totals
FORM CC 3 REV: 5/07

CONSTRUCTION CONTRACT

FINAL RELEASE
From: Date:

Contractor
Payment Request No:

Address Acct.No:

Project Name:

To: CITY OF ROSEVILLE
Department of Public Works
Engineering Division
311 Vernon Street
Roseville, CA 95678
Upon receipt by the undersigned of a check from the City of Roseville in the sum of payable to
Contractor Signature: Print Name:

Title: Date:

This release covers the final payment to the undersigned for all labor, services, equipment or material furnished on the job, including the work of or all materials furnished for all subcontractors, suppliers, or other agents acting on behalf of the undersigned on this work. There are no disputed claims for additional work.

NOTICE: A signed Final Release is required with submittal of request for final payment.

From CC4 REV; 6/13 Page 1558 of 3513

CONTRACT CHANGE ORDER
Change Order No.

Department of Public Works Date Prepared:
311 Vernon Street
Roseville, CA 95678
Contractor: Project:

Address: Acct.No:

Estimated Cost: □ Decrease □ Increase
By reason of this order, the time of completion will be adjusted as follows:

Original Contract Amount:

Total Change by Previous Change Orders and/or Quantity Adjustment:

Contract Amount Prior to this Change Order:

Contract Amount to be (Increased/Decreased) by this Change Order:

Adjusted Contract Amount Including this Change Order:

SIGNATURE (PRINT NAME & TITLE) DATE

SIGNATURE (PRINT NAME & TITLE) DATE

SIGNATURE (PRINT NAME & TITLE) DATE
Form CC 5 REV: 5/07
We, the undersigned contractor, have given careful consideration to the change proposed and agree, if this proposal is approved, that we will provide all equipment, furnish the materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment, therefore, the prices shown above. NOTE: If you, the contractor, do not sign acceptance of this order, your attention is directed to the requirements of the specifications as to proceeding with the ordered work and filing a written protest within the time therein specified.

You are directed to make the following changes from the plans and specifications or do the following described work not included in the plans and specifications for this contract.

Description of work to be done, estimate of quantities, and prices to be paid:

Segregate between additional work at contract price, agreed price, and force account.

Unless otherwise stated, rates for rental of equipment cover only such time as equipment is actually used and no allowance will be made for idle time.

CONTRACTOR ACCEPTANCE BY:

CITY APPROVAL BY:

APPENDIX B

(916) 746-1300 • (916) 746-1339 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/engineering \\File-prd-02\pw-traffic$\Forms\INTERSECTION RED FLASH APPROVAL FORM rev 11-18.doc TS-21 Rev. 11/18

INTERSECTION RED FLASH APPROVAL
With stamped approval of this letter by the Traffic Section, Red Flash/Dark Signal is approved for the following intersection as specified below:

LOCATION:

PROJECT ACCOUNT NUMBER:

DATE:

TIME/DURATION:

RED FLASH APPROVED:

1. Contractor shall contact the City Inspector 48 hours prior to needing the intersection in red flash. Signal shutdown shall be performed only by City personnel, unless otherwise directed by the Engineer.

2. During normal working hours (M-F, 7am-5pm) the contractor shall contact the Traffic Signal Technician either by telephone at (916) 746-1760 or by email or text message at [email protected] one hour prior to needing the traffic signal placed into or removed from red flash. Outside of normal working hours - no phone call required.

3. The traffic signal will not be permitted to be placed in red flash during rain, lightning, or inclement weather conditions (including wet pavement conditions).

4. The Contractor shall reimburse the City for the actual cost of all inspection, including City Traffic Signal Technician time as required.

5. “Road Work Ahead” Signs required at all approaches to intersection when in red flash.

6. The Contractor shall furnish and place 36” “Stop” signs on arterial roadway approaches. Signs shall be mounted at a height of 84”.

DARK SIGNAL APPROVED – ADDITIONAL REQUIREMENTS

1. The Contractor shall place "Stop Ahead" C-W17 and "Stop" R-1 signs to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdown. Temporary "Stop Ahead" and "Stop" signs shall be removed when the system is turned on.

2. "Stop Ahead" and "Stop" signs shall be furnished by the Contractor. Minimum size of "Stop" signs shall be 36” for single sign placements and 24" for dual sign placements. Signs shall be mounted at a height of 84”.

3. One "Stop Ahead" sign and one "Stop" sign shall be placed for each direction of traffic. For approaches with two or more through or left turn lanes, two "Stop" signs shall be placed. Typical sign placement should be between the left turn and through lanes. Additional "Stop" signs should be placed on the shoulder. No "Stop" signs shall be placed in a manner that blocks bike lanes.

4. "Stop Ahead" and "Stop" signs shall be in place in each direction immediately prior to the intersection going dark and removed immediately after the intersection is placed back into red flash.

5. Red flashing beacons or flares shall be placed and maintained at each "Stop" sign during nighttime (dark) hours.

6. Traffic control must be verified by the Public Works Construction Inspector prior to the signal being deactivated.

I have read the above Intersection Red Flash Approval requirements.

REQUESTOR
INFO: Name of Company
( )
Print Name of Requestor Contact Phone Number
SIGNATURE: X / /
Date
INSPECTOR NAME: Inspector. Phone #:

Copy To: Contractor, Public Works Inspector, Signal Technicians, NOTE: Contractor is required to follow all requirements of this letter and keep a signed and stamped copy at job site.

Public Works
Engineering
311 Vernon Street
Roseville, California 95678-2649

APPENDIX C

Stormwater Drainage Repair Project
The City of Roseville will be performing stormwater drainage repairs in your area starting _______________ from __________ to __________ on weekdays. Work will occur undergound and includes excavation, drainpipe replacement or maintenance, and paving.

Be prepared for increased noise levels in the project area.

Expect possible lane closures with flaggers present. If crews need to close on-street parking spaces they will place “No Parking signs on the street 72 hours before work begins.

Allow extra travel time and travel with care through the work area. Consider alternate routes, if possible.

Work schedules are subject to change due to weather and other unforeseen conditions.

If you have project questions, please contact the Public Works Department by calling (916) 746-1300 or emailing [email protected].

Thank you for your patience and understanding while we maintain your neighborhood’s storm drainage system.

To learn more about Roseville’s storm drainage and to view of map of project areas, scan the QR code below.

QR code

APPENDIX D

Stormwater Quality BMP Guidance Manual for Construction 99

Stormwater Quality BMP Guidance Manual for Construction 101

Paving and Grinding Operations NS-3
BMP Objectives
il Stabilization
diment Control
racking Control
ind Erosion Control
on-Storm Water Management
Caltrans Storm Water Quality Handbooks Section 7
Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1, 2003 1 of 4
Standard Symbol
So
Se
T
W
N
○
○
○
○
●
○ Materials and Waste Management
Definition and
Purpose
Procedures and practices for conducting paving, saw cutting, and grinding operations to minimize the transport of pollutants to the storm drain system or receiving water body.

Appropriate
Applications
These procedures are implemented where paving, surfacing, resurfacing, grinding or sawcutting, may pollute storm water runoff or discharge to the storm drain system or watercourses.

Limitations ■ Finer solids are not effectively removed by filtration systems. ■ Paving opportunities may be limited during wet weather.

Standards and
Specifications
■ Substances used to coat asphalt transport trucks, asphalt trucks, and asphalt spreading equipment shall not contain soap and shall be non-foaming and non-toxic.
■ Place plastic materials under asphaltic concrete (AC) paving equipment while not in use, to catch and/or contain drips and leaks. See also BMP WM-4, “Spill Prevention and Control.”
■ When paving involves AC, the following steps shall be implemented to prevent the discharge of uncompacted or loose AC, tack coats, equipment cleaners, or other paving materials:
− Minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks by sweeping.
− Old or spilled asphalt must be recycled or disposed as approved by the Resident Engineer (RE).

Paving and Grinding Operations NS-3
− AC grindings, pieces, or chunks used in embankments or shoulder backing must not be allowed to enter any storm drain or watercourses. Install silt fence until structure is stabilized or permanent controls are in place. − Collect and remove all broken asphalt and recycle when practical; otherwise, dispose in accordance with Standard Specification 7-1.13. − Any AC chunks and pieces used in embankments must be placed above the water table and covered by at least 0.3 m (1 ft) of material. − During chip seal application and sweeping operations, petroleum or petroleum covered aggregate must not be allowed to enter any storm drain or water courses. Use silt fence until installation is complete. − Use only non-toxic substances to coat asphalt transport trucks and asphalt spreading equipment.
■ Drainage inlet structures and manholes shall be covered with filter fabric during application of seal coat, tack coat, slurry seal, and/or fog seal. ■ Seal coat, tack coat, slurry seal, or fog seal shall not be applied if rainfall is predicted to occur during the application or curing period. ■ Paving equipment parked onsite shall be parked over plastic to prevent soil contamination.
■ Clean asphalt-coated equipment off-site whenever possible. When cleaning dry, hardened asphalt from equipment, manage hardened asphalt debris as described in BMP WM-5, “Solid Waste Management.” Any cleaning onsite shall follow BMP NS-8, “Vehicle and Equipment Cleaning.” ■ Do not wash sweepings from exposed aggregate concrete into a storm drain system. Collect and return to aggregate base stockpile, or dispose of properly. ■ Allow aggregate rinse to settle. Then, either allow rinse water to dry in a temporary pit as described in BMP WM-8, “Concrete Waste Management,” or dispose in accordance with Standard Specifications Section 7-1.13. ■ Do not allow saw-cut Portland Concrete Cement (PCC) slurry to enter storm drains or watercourses.

Pavement Grinding or Removal
■ Residue from PCC grinding operations shall be picked up by means of a vacuum attachment to the grinding machine, shall not be allowed to flow across the pavement, and shall not be left on the surface of the pavement. See also BMP WM-8, “Concrete Waste Management;” and BMP WM-10, “Liquid Waste Management,” and Standard Specifications Section 42-2 Caltrans Storm Water Quality Handbooks Section 7
Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1, 2003 2 of 4

Paving and Grinding Operations NS-3
“Grindings.”
■ Collect pavement digout material by mechanical or manual methods. This material may be recycled if approved by the RE for use as shoulder backing or base material at locations approved by the RE.
■ If digout material cannot be recycled, transport the material back to a maintenance facility or approved storage site.
■ Digout activities shall not be conducted in the rain. ■ When approved by the RE, stockpile material removed from roadways away from drain inlets, drainage ditches, and watercourses and stored consistent with BMP WM-3, “Stockpile Management.”
■ Disposal or use of AC grindings shall be approved by the RE. See also BMP WM-8, “Concrete Waste Management.”
Thermoplastic Striping
■ All thermoplastic striper and pre-heater equipment shutoff valves shall be inspected to ensure that they are working properly to prevent leaking thermoplastic from entering drain inlets, the storm water drainage system, or watercourses.
■ The pre-heater shall be filled carefully to prevent splashing or spilling of hot thermoplastic. Leave six inches of space at the top of the pre-heater container when filling thermoplastic to allow room for material to move when the vehicle is deadheaded.
■ Contractor shall not pre-heat, transfer, or load thermoplastic near drain inlets or watercourses.
■ Clean truck beds daily of loose debris and melted thermoplastic. When possible recycle thermoplastic material. Thermoplastic waste shall be disposed of in accordance with Standard Specification 7-1.13.

Raised/Recessed Pavement Marker Application and Removal ■ Do not transfer or load bituminous material near drain inlets, the storm water drainage system or watercourses.
■ Melting tanks shall be loaded with care and not filled to beyond six inches from the top to leave room for splashing when vehicle is deadheaded. ■ When servicing or filling melting tanks, ensure all pressure is released before removing lids to avoid spills.
■ On large scale projects, use mechanical or manual methods to collect excess Caltrans Storm Water Quality Handbooks Section 7
Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1, 2003 3 of 4

Paving and Grinding Operations NS-3
bituminous material from the roadway after removal of markers. ■ Waste shall be disposed of in accordance with Standard Specification 7-1.13.

Maintenance and
Inspection
■ Inspect and maintain machinery regularly to minimize leaks and drips. ■ Ensure that employees and subcontractors are implementing appropriate measures during paving operations.

Caltrans Storm Water Quality Handbooks Section 7
Construction Site Best Management Practices Manual Paving and Grinding Operations NS-3 March 1, 2003 4 of 4

APPENDIX E

Communication
Meeting Date: 6/17/2026
Item #: VII.21
File #: 0900-02-02-01
Item ID: 2026-424
Title: Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project – Construction Change Order Authority Increase
Contact: Inderpreet Chaggar 916-774-5553 [email protected]

SUMMARY
Staff recommends approval of contract change orders for the construction agreement with BCM Construction Company, Inc. for the Dry Creek Wastewater Treatment Plant Operations and Laboratory Building project that could increase the original construction agreement by no more than 22% or $2,231,099. Funding for this Project is provided by the Wastewater Regional Rehabilitation Fund for the rehabilitation portion of the project (31%) and by the South Placer Wastewater Authority (SPWA) for the building expansion (69%).

RECOMMENDATION
Staff recommends that the City Council approve a resolution to increase the change order authority for the Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project from ten percent (10%) to twenty two percent (22%) of the total contract amount.

BACKGROUND
The existing operations building at the Dry Creek Wastewater Treatment Plant (DCWWTP) is aging and a larger building is required to accommodate staff growth and increase lab space needs based on required regulatory compliance.

The new Operations and Laboratory Building at DCWWTP is a 10,000-square foot building that will house the operations and laboratory staff at DCWWTP. The new building will replace the existing administration and laboratory building at DCWWTP and will include office space, training and conference rooms, laboratory area, sleeping quarters and mechanical and electrical rooms.

On April 16, 2025, City Council authorized to advertise the construction plans and specifications for the Project. On May 20, 2025, the City received four (4) bids for the subject project, and the construction agreement was awarded to BCM Construction Company, Inc. At that time, City Council authorized up to a 10 percent construction change order allowance.

Construction of the new building is currently underway and is being completed in phases, including partial construction of the new building, demolition of the existing building, and completion of the remaining portions of the new building and site improvements.

The cause of the Project construction changes is based on many factors, including unforeseen underground utilities and related field modifications, unstable soil conditions encountered during construction, electrical and plumbing modifications needed to support project needs and added furniture procurement. These items were identified through ongoing construction coordination and field

investigations, and are necessary to support successful project delivery.

FISCAL IMPACT
The construction contract for this project was awarded on August 6, 2025, in the amount of $10,141,361, with 31% ($3,143,822) of the project funded through the Wastewater Regional Rehabilitation Fund, and 69% ($6,997,539) funded by SPWA, with contract change order authority of 10 percent in the amount of $1,014,136.

This is a request for an additional 12% ($1,216,963) construction change order authority, with 31% ($377,258) funded through the Wastewater Regional Rehabilitation Fund, and 69% ($839,705) funded by SPWA. Following the requested increase, the total construction change order authority shall not exceed 22% ($2,231,099), for a total not-to-exceed total contract amount of $12,372,460. Existing approved funding within the Wastewater Regional Rehabilitation Fund and the SPWA project budget is sufficient to support the requested increase.

ENVIRONMENTAL REVIEW
The proposed project involves the minor alteration and replacement of existing structures and facilities.

This activity is categorically exempt from California Environmental Quality Act (CEQA) as a Class 1 and Class 2 Exemption (State CEQA Guidelines Sections 15301 and 15302). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Inderpreet Chaggar, Senior Engineer
Sean Bigley, Environmental Utilities Director
ATTACHMENTS:

1. Resolution 26-233

2. CEQA Exemption

3. DCWWTP Ops and Lab Original Approved Agreement
REVIEWERS:

Inderpreet Chaggar, Environmental Utilities Department - Technical Services Created/Initiated - 5/20/2026 Arashdeep Singh, Environmental Utilities Department - Technical Services Approved - 5/20/2026 Devin Whittington, Environmental Utilities Department Approved - 5/20/2026 Sean Bigley, Environmental Utilities Department - All Approved - 5/21/2026 Kelly Aye, City Attorney Department Approved - 6/3/2026 Katrina Six, City Clerk Department Approved - 6/3/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/4/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 6/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 6/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 6/5/2026

Katrina Six, City Clerk Department Final Approval - 6/5/2026

RESOLUTION NO. 26-233

APPROVING AN INCREASE IN CHANGE ORDER AUTHORITY
WHEREAS, a construction agreement with BCM Construction Company, Inc., for the Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project, was approved by City Council on August 6, 2025; and
WHEREAS, due to unforeseen underground utilities and related field modifications, unstable soil conditions, electrical and plumbing modifications needed to support project needs and added furniture procurement, the change order authority will soon exceed the approved 10% allowance; and
WHEREAS, staff is therefore recommending an eight percent (8%) increase in change order authority amount from ten percent (10%) to eighteen percent (18%) of the total contract price; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that the City Manager, or his designee, is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed eighteen percent (18%) of the original contract price.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 20__, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

Notice of Exemption
To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678
Project Title: Dry Creek Wastewater Treatment Plant Operations and Laboratory Building Project – Construction Management Services (RFP # 08-153) – Award of Professional Services Agreement
Project Location(s): 1800 Booth Road, Roseville, CA 95747. Assessor’s Parcel Numbers 474- 080-009-000, 474-110-001-000, 474-110-002-000, 473-080-000-000, and 473-080-002-000.

Project Description: The Environmental Utilities Department (EU) is requesting the approval of professional services agreement for construction management for the replacement of the existing outdated and undersized administration and laboratory building at the Dry Creek Wastewater Treatment Plant (DCWWTP). The existing building at DCWWTP is aging and a larger building is required to accommodate existing staff and increased lab space needs based on required regulatory compliance. Design is complete.

The new Operations and Laboratory Building at DCWWTP is a 10,000 square-foot (sf) building that will house the existing operations and laboratory staff at DCWWTP. The new building will replace the existing administration and laboratory building at DCWWTP and will include office space, training and conference rooms, laboratory area, and mechanical and electrical room. The project would not result in an expansion of use or capacity.

Public Agency Approving Project: Roseville City Council Agency/Individual Carrying Out Project: City of Roseville Environmental Utilities Department Reason why this Project is Exempt: The project qualifies for Class 1 and Class 2 Categorical Exemptions as described in Sections 15301 and 15302 of the California Environmental Quality Act (CEQA) guidelines which state:
“Class 1 (Existing Facilities) consists of … minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use… Examples include but are not limited to:…(b) Existing facilities of both investor and publicly owned utilities to provides electric power, natural gas, sewerage, or other public utilities…” and;
(e) Additions to existing structures provided that the addition will not result in an increase of more than: (1) 50 percent of the floor area of the structures before the addition, or 2,500 square feet, whichever is less; or (2) 10,000 square feet if: (A) The project is in an area where all public services and facilities are available to allow for maximum development permissible in the General Plan and (B) The area in which the project is located is not environmentally sensitive.”

“Class 2 consists of replacement or reconstruction of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced, including but not limited to… (c) Replacement or reconstruction of existing utility systems and/or facilities involving negligible or no expansion of capacity.” The project consists of the construction of a 10,000 sf Operations and Laboratory Building to replace the existing undersized and outdated laboratory at the DCWWTP. The project would not result in expansion of use and would be located in substantially the same location and serves the same purpose as the existing building. Consequently, the Class 1 and Class 2 Categorical Exemptions apply.

Lead Agency Contact Person: Inderpreet K Chaggar, Roseville Department of Environmental Utilities (916-774-5553).

Signature: Date: 6/5/2025
Jessica Lynch, Environmental Coordinator
City of Roseville

Communication
Meeting Date: 6/17/2026
Item #: VII.22
File #: 0800-04
Item ID: 2026-383
Title: Dry Creek Greenway East Phase 1 Fence and Landscaping Project - Approval of Plans and Specifications and Authorization to Call for Bids
Contact: Cathy Gosalvez 916-774-5396 [email protected]

SUMMARY
Staff recommends approval of the plans and specifications for the Dry Creek Greenway East Phase 1 Fence and Landscaping Project and authorize staff to call for bids. The scope of this project includes construction of an 8-foot-tall steel and redwood fence, landscaping and irrigation along the Dry Creek Greenway Phase 1 Trail west of Sunrise Avenue. Construction is estimated to cost approximately $682,000 and is planned for summer to fall 2026. The project is funded with Local Transportation Funds.

No General Fund resources will be used on this project.

RECOMMENDATION
Staff recommends that the City Council approve the plans and specifications for the Dry Creek Greenway East Phase 1 Fence and Landscaping Project and authorize staff to call for bids.

BACKGROUND
During construction of the Dry Creek Greenway Phase 1 Trail, it was determined that a fence was needed alongside the trail to prevent trail users from unintentionally viewing cultural ceremonies on property owned by the California Rural Indian Health Board (CRIHB). The Public Works Department worked collaboratively with CRIHB staff to address their concerns as well as meet FEMA's regulations for construction of a fence within the floodway.

The project proposes to construct a flood responsive fence along the south side of the Dry Creek Greenway East - Phase 1 Trail. Improvements include installation of an 8-foot tall redwood and steel fence, new landscaping and irrigation.

Public Works Department staff initially proposed including construction of the fence with construction of the Dry Creek Greenway East Phase 1 Trail Project. However, the cost proposal prepared by the Trail Project contractor exceeded both the engineer’s estimate and an independent cost analysis prepared for the fence construction. Therefore, City staff determined that it is more cost effective to receive competitive bid pricing by soliciting bids for the fence construction as a separate contract.

Construction is currently planned for the summer of 2026 with completion in the late fall of 2026.

FISCAL IMPACT
The project is estimated to cost $682,000 and will be funded by the Local Transportation Fund. Once the actual construction costs are known, a budget adjustment will be recommended at the contract award to cover actual costs. No General Fund resources will be used on this project.

ENVIRONMENTAL REVIEW
The proposed project involves the construction of a fence. This activity is categorically exempt from CEQA as a Class 3 Exemption (State CEQA Guidelines Section 15303). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

5. Support community engagement and advocacy
Respectfully Submitted,
Cathy Gosalvez, Associate Engineer
Jason Shykowski, Public Works Director
ATTACHMENTS:

1. Location Map

2. Plans

3. Project Manual

4. CEQA Exemption
REVIEWERS:

Cathy Gosalvez, Public Works Department - Engineering - City Projects Created/Initiated - 5/13/2026 Jesse Khatkar, Public Works Department - Engineering - City Projects Approved - 5/21/2026 Noah Siviglia, Public Works Department - Engineering - City Projects Approved - 5/27/2026 Stefanie Kemen, Public Works Department - Administration Division Approved - 5/28/2026 Kelly Aye, City Attorney Department Approved - 6/3/2026 Katrina Six, City Clerk Department Approved - 6/3/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/4/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 6/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 6/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 6/5/2026 Katrina Six, City Clerk Department Final Approval - 6/5/2026

LOCATION MAP

PFE RD. ATKINSON ST.

UPRR FOOTHILLS BLVD. VERNON ST.

MAIN ST. BASELINE RD.

I-80
I-80
ROSEVILLE RD. ANTELOPE NORTH RD
ANTELOPE RD.

CIRBY WAY RIVERSIDE AVE.

DOUGLAS BLVD. SUNRISE BLVD.

OLD AUBURN RD
OLD AUBURN RDSIERRA COLLEGE BLVD.

DOUGLAS BLVD. AUBURN BLVD.

ANTELOPE RD.

CIRBY WAY

ATLANTIC

CITY OF ROSEVILLE

CITY OF ROSEVILLE

CITY OF

CITY OF ROSEVILLE
PLACER COUNTY ST.

CITRUS HEIGHTS

CITY OF CITRUS HEIGHTS

PLACER COUNTY

SACRAMENTO COUNTY
N. SUNRISE

AVE EUREKA
RD
TO

SACRAMENTO

HARDING
N. BLVD.

WILLS RD.

ROCKY
RIDGE
WAY

CIRBY CREEK

LINDA CREEK

DRY CREEK

DRY CREEK

PROJECT LIMITS
DARLING ROCKY RIDGE DR.

NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK SEE NOTES
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 200 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
7 OF
SHEET ELEV.

CRAIG CUSTER

CRAIG CUSTER

BRIAN WRIGHT
6/23/25
6/23/25
6/23/25
Plotted: 06/24/2025 09:23:33. | Drawing: J:\ROS\6ROS013800\TRANSP\DESIGN\ROAD\SHEETS\CRIHB Fence Plans\01-CRIHB-TITLE.dwg | Layout: T-1 | By: ccuster Xrefs: DCBT-C-BORDER Images: cropped COR black logo.tif|Marc_Signature.jpg| THE VERTICAL DATUM OF THIS MAPPING

IS BASED ON THE CITY OF ROSEVILLE
BENCHMARKS 65, 66, 85, AND 90,
ADJUSTED TO NAVD88 BY ADDING A
PROJECT FACTOR OF +2.16 FEET.

BRIAN G. WRIGHT
No.

Exp.

CIVIL

REGISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-27
C59331
DRY CREEK GREENWAY EAST PHASE 1 FENCE AND

LANDSCAPING PROJECT

TITLE SHEET
1 T-1
DRY CREEK GREENWAY EAST PHASE 1

FENCE AND LANDSCAPING PROJECT FLOOD RESPONSIVE PRIVACY FENCE

LOCATION MAP
PSOMAS
BRIAN G. WRIGHT, P.E. DATE
SUBMITTED BY:
06/20/2025

SHEET INDEX
ME
OG

MATCH EXISTING

ORIGINAL GROUND
ABBREVIATIONS:

EDGE OF PAVEMENT

PORTLAND CEMENT CONCRETE

CURB, GUTTER AND SIDEWALK

POWER POLE

EXISTING ASPHALT CONCRETE ASPH

CAST IN PLACE CIP

ELEVATION
EP

BACK OF WALK BOW

ASPHALT CONCRETE

CALTRANS STANDARD PLAN DETAIL CTSPD

BEGIN HORIZONTAL CURVE BC

END HORIZONTAL CURVE EC

EXISTING (E)

GRADE TO DRAIN GTD

POINT OF REVERSE CURVE PRC
EL, Elev
AC
PCC
PP

ANGLE POINT AP

WATER SURFACE ELEVATION WSE

FLARED END SECTION FES

EDGE OF SHOULDER ES

CORRUGATED METAL PIPE CMP

C, G & SW

CHAIN LINK FENCE CLF

AGGREGATE BASE AB

DOUBLE DBL

ROCK SLOPE PROTECTION RSP

STATION STA

VERTICAL CURVE VC

TEMPORARY CONSTRUCTION EASEMENT TCE

EASEMENT EAS

INVERT INV
No. NAME DESCRIPTION

AGGREGATE SUBBASE AS
LEFT Lt

METAL BEAM GUARD RAILING MBGR

RIGHT OF WAY R/W
RIGHT Rt

STORM WATER POLLUTION PREVENTION PLAN SWPPP
1 T 1 TITLE SHEET
2 C 2 FENCE LAYOUT
3-4 C 3-4 FENCE DETAILS
5 P 5 LANDSCAPE PLANTING
6 P 6 LANDSCAPE IRRIGATION
7 P 7 LANDSCAPE DETAILS

DIAMETER DIA

HOT MIX ASPHALT HMA

END VERTICAL CURVE EVC

BEGIN VERTICAL CURVE BVC
SD

EXISTING WATER LINE W
G

EXISTING GAS LINE

EXISTING OVERHEAD OHE
SS

EXISTING FENCE

EXISTING MANHOLE

EXISTING SEWER LINE
LEGEND
EL:150.32
E E E
T T T

EXISTING DRAIN INLET
50 FILL DAYLIGHT LINE

CUT DAYLIGHT LINE

PROPOSED ELEVATION

EXISTING WATER VALVE

EXISTING ELECTRICAL TRANSFORMER

EXISTING STREET LIGHT

EXISTING ELECTRICAL LINE

EXISTING TELEPHONE LINE

EXISTING DRAIN LINE

EXISTING CURB & GUTTER

EXISTING CONTOUR LINE & ELEVATION

EXISTING GROUND ELEVATION

DITCH FLOW LINE

EASEMENT EAS EAS

TEMPORARY CONSTRUCTION EASEMENT TCE TCE

DIRECTION OF CROSS SLOPE

57.5 NOT TO SCALE

AND LANDSCAPING

CONTROL POINT

PROFILE GRADE PG
SUPERELEVATION e

LOW POINT LP

HIGH POINT HP

PROPOSED FENCE

RETAINING WALL RW

PROPERTY LINE PL

METHYL METHACRYLATE TRAFFIC PAINT MMA

TEMPORARY HIGH VISIBILITY FENCE THVF

POINT OF COMPOUND CURVE PCC

EXISTING TREES / SHRUBS
1020 SUNDOWN WAY, ROSEVILLE, CA 95661
BUILDING CODE APPLICABILITY:

THIS PROJECT IS SUBJECT TO THE FOLLOWING BUILDING DESIGN CODES:

CALIFORNIA BUILDING CODE 2022 WITH CITY OF ROSEVILLE BUILDING AND

FIRE MUNICIPAL CODE AMENDMENTS (CBC)

80+00 81+00
82+00
83+00
84+00
S
S
S
12" OAK
10" OAK 10" OAK
10" OAK
10" OAK
10" OAK
10" OAK
20" OAK
20" OAK
36" OAK
36" OAK 36" OAK
30" OAK 30" OAK
30" OAK
30" OAK
30" OAK
30" OAK
30" OAK
48" OAK
48" OAK
48" OAK
24" OAK
24" OAK
24" OAK
24" OAK
24" OAK
24" OAK
24" OAK
24" OAK
24" OAK
18" OAK
18" OAK, DEAD
14" OAK14" OAK
14" OAK
14" OAK
14" OAK
14" OAK
14" OAK
12" OAK
12" OAK
12" OAK
12" OAK
8" OAK
6" OAK
6" OAK
6" OAK
6" OAK
6" OAK
6" OAK
1 5 10 15 20 25 30 35
40 45 50
55 60

L L L L L L L L L L L L L L
65 75
N: 2029724.21
E: 6768025.40

24.11' "T2"80+07.58

POST/FENCE AP
N: 2029719.70
E: 6768021.44

23.63' "T2"80+00.12

POST/FENCE AP
N: 2029702.44
E: 6768016.32

27.71' "T2"79+77.78

BEGIN FENCE
N: 2029902.58
E: 6768243.82

48.28' "T2"82+88.15

POST/FENCE AP
N: 2029898.75
E: 6768239.20

46.89' "T2"82+82.31

POST/FENCE AP

SANITARY SEWER

FACILITIES EASEMENT

PEDESTRIAN AND

BICYCLE ACCESS

EASEMENT

1.5'
TYP.

1.5'
TYP.

LOCATE EXISTING 12" PVC

DRAIN, MEDIATE
FOR 12" CLEARANCE OF

POST FOOTING(S)
LOCATE EXISTING 6" VCP
WASTE WATER, VERIFY 12" CLEARANCE FROM POST

FOOTING
MODIFIED FENCE PANEL WITH SSMH POST MOUNT, SEE DETAILS ON SHEET C-3 FENCE LAYOUT LEGEND:

PANEL INDEX NUMBER
NON-TYPICAL 5.75' LONG SECTION

FENCE POST LOCATION

HINGED PANEL
1-149
L
"T2" LINE
15 GRAPHIC SCALE: 1"=15'

7.5 0 15 30

FENCE CENTER LINE,

TYPICAL

PROPERTY LINE,

TYPICAL
H

H H H H H H H H H H H H H H H H H H H H H H H
H
H
H
H
H

H H H H H H
H
H H H
H H
70 WALK GATE PANEL SEE
DETAIL ON SHEET C-2
471-220-025-000

CALIFORNIA RURAL INDIAN

HEALTH BOARD INC
471-220-002-000

CITY OF ROSEVILLE
85+00
86+00
87+00
88+00
89+00
10" OAK
10" OAK
10" OAK
20" OAK
36" OAK
36" OAK
48" OAK
48" OAK
24" OAK
18" OAK
14" OAK
14" OAK
12" OAK
12" OAK
6" OAK
6" OAK
6" OAK
6" OAK
24"DD
16"OAK
24"OAK
6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
8"OAK
8"OAK
8"OAK
8"OAK
8"OAK
8"OAK
8"OAK
8"OAK
8"OAK
10"OAK
10"OAK
12"OAK
12"OAK 12"OAK
12"OAK
14"OAK
14"OAK
14"OAK
14"OAK
14"OAK
14"OAK
14"OAK
14"OAK
16"OAK
16"OAK
16"OAK
16"OAK
18"OAK
18"OAK
18"OAK
18"OAK
18"OAK
20"OAK
20"OAK
24"DEC
24"OAK
24"OAK
24"OAK
24"OAK
24"OAK
24"OAK
30"OAK
30"OAK
36"OAK
36"OAK
36"OAK
48"OAK
TAG 581
TAG 580
TAG 1608
TAG 1609
TAG 594
TAG 955
TAG 1611
TAG 595
TAG 953
TAG 592 TAG 1610
TAG 589
TAG 590
TAG 591
TAG 588
TAG 587 TAG 582
TAG 596
TAG 583 TAG 584
TAG 585
TAG 1612
TAG 1613
L
75 80
85 90
95 100
105
110
115
120
125
130
135
140
145
N: 2030026.88
E: 6768408.72

27.38' "T2"85+15.56

POST/FENCE AP
N: 2030020.33
E: 6768474.50

25.41' "T2"86+24.84

POST/FENCE AP
N: 2029977.76
E: 6768507.72

17.38' "T2"86+80.39

POST/FENCE AP
N: 2029982.46
E: 6768503.99

17.75' "T2"86+75.03

POST/FENCE AP
N: 2029914.78
E: 6768572.02

24.82' "T2"87+58.99
POST/FENCE AP N: 2029911.50
E: 6768577.05

26.17' "T2"87+63.65

POST/FENCE AP
N: 2029859.02
E: 6768730.31

28.02' "T2"89+27.31

END FENCE
LOCATE EXISTING 2" PVC

IRRIGATION MAIN, MEDIATE
FOR 12" CLEARANCE OF

POST FOOTING(S)
LOCATE EXISTING 36" RCP
WASTE WATER, VERIFY 12"

CLEARANCE FROM POST

FOOTINGS

PROPERTY LINE, TYPICAL

1.5'
TYP.

FENCE CENTER LINE,

TYPICAL

FENCE MAINTENANCE

EASEMENT

1.5'
TYP.

1.5'
TYP.
"T2" LINE
15 GRAPHIC SCALE: 1"=15'

7.5 0 15 30
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
471-220-025-000

CALIFORNIA RURAL INDIAN

HEALTH BOARD INC
471-220-002-000

CITY OF ROSEVILLE
471-220-007-000
730 SUNRISE &

SUNDOWN LLC
471-220-022-000

TWIN CREEK COMMONS

HOMEOWNERS ASSOCIATION
LOCATE EXISTING 2" PVC

IRRIGATION MAIN, MEDIATE
FOR 12" CLEARANCE OF

POST FOOTING(S)

LIMIT OF CITY

REGULATORY

FLOODPLAIN

LIMIT OF FEMA

REGULATORY

FLOODWAY
NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK SEE NOTES
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 200 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
7 OF
SHEET ELEV.

CRAIG CUSTER

CRAIG CUSTER

BRIAN WRIGHT
6/23/25
6/23/25
6/23/25
Plotted: 06/24/2025 09:22:42. | Drawing: J:\ROS\6ROS013800\TRANSP\DESIGN\ROAD\SHEETS\CRIHB Fence Plans\02-CRIHB-LAYOUT.dwg | Layout: Layout1 | By: ccuster Xrefs: DCBT-C-BORDER|DCBT-C-TOPO-ADDITIONS|DCBT-C-RD|City-Aerial_2019|DCBT-X-PL|V-TPG-DryCreek_Topo-All|_PSOMAS_ECORP_Points Overlay|C-CRIHB-FENCE|DCBT-X-UTIL Images: 06061C1032H.png|cropped COR black logo.tif|Marc_Signature.jpg| THE VERTICAL DATUM OF THIS MAPPING

IS BASED ON THE CITY OF ROSEVILLE
BENCHMARKS 65, 66, 85, AND 90,
ADJUSTED TO NAVD88 BY ADDING A
PROJECT FACTOR OF +2.16 FEET. 1"=10'
1"=10'
BRIAN G. WRIGHT
No.

Exp.

CIVIL

REGISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-27
C59331
DRY CREEK GREENWAY EAST PHASE 1 FENCE AND

LANDSCAPING PROJECT
N/A FENCE LAYOUT 1"=15'
2 MATCH LINE - SEE ABOVE MATCH LINE - SEE BELOW
C-1

1. FENCE TO BE LOCATED SUCH AS TO NOT IMPACT EXISTING TREES. AS

DIRECTED BY THE ENGINEER, CONTRACTOR SHALL ADJUST THE

ALIGNMENT/LOCATION OF THE FENCE AS NECESSARY IN THE FIELD TO

AVOID IMPACTS TO TREES BY MOVING THE FENCE WITHIN CITY PROPERTY NOTES:

NOTE: THE CONTRACTOR

SHALL VERIFY ALL CONTROLLING

FIELD DIMENSIONS BEFORE ORDERING
OR FABRICATING ANY MATERIAL.

FENCE ELEVATION
SCALE: 1/2" = 1'

FENCE SECTION
SCALE: 1" = 1'
NOTE: THE CONTRACTOR

SHALL VERIFY ALL CONTROLLING

FIELD DIMENSIONS BEFORE ORDERING
OR FABRICATING ANY MATERIAL.
3 C-2
4'-0"

2.5" X 11 GA SQUARE

TUBE RAILS, TYP

METALLIC

POWDERCOATED CAP

TACK WELD TO POST
1'-6"
8'-0"
3"
2"
1"

HINGED BAY DETAIL
SCALE: 1" = 1'
4'-0"
3"
4"
4" X 11 GA SQUARE

TUBE POSTS, TYP
1" X 6" NOMINAL PREMIUM

REDWOOD SLATS PLACED IN
1" CLEAR GAP BETWEEN
PERIMETER BARS. 1
4 " GAP

BETWEEN END OF SLAT AND
FACE OF POST, EACH SIDE.
1/8" X 1 1/2"

FLAT PERIMETER

BARS ATTACHED
WITH 1
8" FILLET
WELDS, 2" LENGTH
AT 6" PITCH

UNREINFORCED

CONCRETE SHAFT
3'-9"

WELDED FRAME

CONSTRUCTED FROM

2.5" X 11 GA SQUARE

TUBE RAILS,

FABRICATE PRIOR TO

POWDER COATING,
HEAVY BUTT HINGES ALLOW 180 DEG
TRAVEL. MIN 1
8 " PERIMETER FILLET

WELD TO FRAME AND RAIL PRIOR TO
POWDERCOATING.
6'-0"
OR 5'-9"

HINGED FRAME CLEARANCE
BETWEEN 1
2" AND 1" TO POST
STRUCTURAL NOTES:

TUBE STEEL: ASTM A500 GRADE B.

BLACK POWDERCOAT ALL METALLIC ELEMENTS INCLUDING POSTS, RAILS, FRAMES, BARS, HINGES, AND HASPS WITH AN EXTERIOR GRADE, UV-STABLE, ELECTROSTATICALLY APPLIED POLYMER POWDER.

MINIMUM REQUIREMENTS:

DRY FILM THICKNESS WILL BE GREATER THAN 3 MILS.

CROSS HATCH ADHESION ASTM D6677: 5B.

IMPACT RESISTANCE ASTM D2794: 160 IN-LB.

UV RESISTANCE MEETING ASTM G154.

PENCIL TEST HARDNESS 2H - 6H.

SMOOTH TEXTURE, LOW GLOSS.

REPAIR DAMAGED POWDER COATING BY:

1. REMOVE ANY DEBRIS, DIRT, GREASE, OR MOISTURE.

2. ABRASIVE BLAST OR HAND-SAND THE AREA TO BE RECOATED INCLUDING THE POWDER COAT TO BE COVERED.

3. APPLY SOLVENT CLEANER.

4. APPLY ENAMEL OR EPOXY-BASED PRIMER.

5. APPLY ENAMEL OR EPOXY-BASED TOP COAT TO MATCH POWDER COATED COLOR AND GLOSS.

CONCRETE FENCE POST F'C = 2500 PSI.

PLACE CONCRETE AGAINST UNDISTURBED SOIL.

ALL RAILS TO BE FLAT AND ALL POSTS TO BE PLUMB. STEP DOWN RAILS TO MEET GRADING.

REDWOOD SLATS TO BE CONSTRUCTION HEART GRADE, ROUGH.

APPLY SEMI-TRANSPARENT STAIN FORMULATED FOR EXTERIOR REDWOOD USE.

USE CABOT PRODUCT #080351810572 OR #080351103162; VALSPAR #035777885086 OR #035777885079; BEHR PREMIUM SEMI-TRANSPARENT WATERPROFFING STAIN & SEALER #5330 OR #5533; OR EQUAL.

NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK SEE NOTES
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 200 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
7 OF
SHEET ELEV.

DOUG FREDERICKS

YELENA PROKOFYEVA

ABRAHAM JAUREGUI
6/23/25
6/23/25
6/23/25
Plotted: 06/23/2025 19:40:53. | Drawing: \\EgnyteDrive\Projects\ROS\6ROS013800\TRANSP\DESIGN\BRIDGE\3.0 DESIGN\1.0 DRAWINGS\SHEETS\CRIHB Fence\03-CRIHB-STRUC-DETAILS.dwg | Layout: C-2 | By: douglas.fredericks Xrefs: DCBT-X-PL|DCBT-X-UTIL|V-TPG-DryCreek_Topo-All|DCBT-C-TOPO-ADDITIONS|DCBT-C-RD|CRIHB-S-BORDER|C-CRIHB-FENCE Images: cropped COR black logo.tif|Marc_Signature.jpg| THE VERTICAL DATUM OF THIS MAPPING

IS BASED ON THE CITY OF ROSEVILLE
BENCHMARKS 65, 66, 85, AND 90,
ADJUSTED TO NAVD88 BY ADDING A
PROJECT FACTOR OF +2.16 FEET.

DRAFT PLANS

NOT FOR

CONSTRUCTION
DRY CREEK GREENWAY EAST PHASE 1 FENCE AND

LANDSCAPING PROJECT
CRIHB FENCE DETAILS 1

FREDERICKS
No.

Exp.

CIVIL

REGISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
9-30-25
C50863
DOUGLAS M.

SLOPE TO DRAIN

CAST AGAINST

UNDISTURBED SOIL

DOUBLE POST SECTION FOR
EXPANSION AT 96' O.C.
1 2
"

QUANTITIES

FENCE POST

FOUNDATIONS
150

TUBULAR STEEL

FENCE POSTS
159

TUBULAR STEEL

FENCE RAILS
1456 LINEAR
FEET

HINGED FRAMES LUMP SUM
REDWOOD 1X6
5671 SQUARE
FEET
5'-9"

AT WALK GATE

GATE HINGES

LOCKING HASP

SWING STOP
#4 CLOSED HOOP

AT DOUBLE
POSTS, 2" CLR
6" LAYER OF 3
8 " MINUS FREE

DRAINING GRAVEL

N: 2029902.58
E: 6768243.82

48.28' "T2"82+88.15

POST/FENCE AP

TYPICAL POST FOOTING
N: 2029909.80
E: 6768253.40

51.47' "T2"83+02.69

TYPICAL POST FOOTING
N: 2029906.19
E: 6768248.61

49.94' "T2"82+93.92

SSMH MOUNTED POST

7.5' (OUTER MANHOLE DIAMETER AT GRADE)

5.2' (OUTER TOP OF CONE DIAMETER) 1.5' 2.3'

PROPERTY LINE

FENCE CENTER LINE

EDGE OF MANHOLE
FRAME

GALVANIZED STEEL

PLATE CENTER WITH POST
(SEE DETAIL THIS SHEET)

EDGE OF SSMH AT

CENTER OF FENCE

EDGE OF SSMH AT

CENTER OF FENCE
GRADE 4" 4"

LEVEL GROUT BED

UNDER POST ANCHOR PLATE
(SEE DETAIL THIS SHEET) 4"
3"± 5"

2.5" X 11 GA SQUARE

TUBE RAILS, TYP
4" X 11 GA SQUARE

TUBE POST
1/8" X 2" FLAT
PERIMETER BAR, TYP.
5"

GROUT PAD

STANDARD POST
3 16" FILLET WELD

AROUND PERIMETER
POST-INSTALLED 5
8" ASTM
F1554 GALV THREADED ROD,
MIN EMBEDMENT 6" INTO

MANHOLE COLLAR
HILTI HIT-RE 500 V3
EPOXY

GROUT PAD
PL 3
8 X 4
1 2 X 1'-0"
1 1
2 "'
NO.

REVISIONS

DESCRIPTION DATE BY

BENCH MARK SEE NOTES
VERT.

HORIZ.

SCALE

FIELD BOOK
1075 Creekside Ridge Way, Suite 200 Roseville, CA 95678 (916) 788-8122 DESIGNED BY:

CHECKED BY:

DRAWN BY:

DATE
DATE
DATE
7 OF
SHEET ELEV.

CRAIG CUSTER

CRAIG CUSTER

BRIAN WRIGHT
6/23/25
6/23/25
6/23/25
Plotted: 06/24/2025 09:25:25. | Drawing: J:\ROS\6ROS013800\TRANSP\DESIGN\ROAD\SHEETS\CRIHB Fence Plans\04-CRIHB-DETAILS.dwg | Layout: Layout1 | By: ccuster Xrefs: DCBT-C-BORDER|DCBT-C-TOPO-ADDITIONS|DCBT-C-RD|City-Aerial_2019|DCBT-X-PL|V-TPG-DryCreek_Topo-All|_PSOMAS_ECORP_Points Overlay|C-CRIHB-FENCE|DCBT-X-UTIL Images: cropped COR black logo.tif|Marc_Signature.jpg|

THE VERTICAL DATUM OF THIS MAPPING

IS BASED ON THE CITY OF ROSEVILLE
BENCHMARKS 65, 66, 85, AND 90,
ADJUSTED TO NAVD88 BY ADDING A
PROJECT FACTOR OF +2.16 FEET.

BRIAN G. WRIGHT
No.

Exp.

CIVIL

REGISTERED PROFESS IONAL

ENGINEER

STATE OF CAL IFORNIA
6-30-27
C59331
DRY CREEK GREENWAY EAST PHASE 1 FENCE AND

LANDSCAPING PROJECT

N/A FENCE DETAILS AS SHOWN
4 SSMH FENCE CONFORMITY ELEVATION DETAIL
SCALE: 1" = 1'
NOTE: THE CONTRACTOR

SHALL VERIFY ALL CONTROLLING

FIELD DIMENSIONS BEFORE ORDERING
OR FABRICATING ANY MATERIAL.

SSMH FENCE CONFORMITY PLAN DETAIL
SCALE: 1" = 1'
C-3

BASEPLATE AND ANCHORAGE DETAIL
SCALE: 3" = 1'
4'-6" DEEP

SHAFTS ON EACH

SIDE OF MANHOLE
4'-6" DEEP

SHAFTS ON EACH

SIDE OF MANHOLE

PIS RE2 Pistacia chinensis 'Red Push' / Red Push Chinese Pistache 2" Cal. B&B 3 CED DEO Cedrus deodara / Deodar Cedar 2" Cal. B&B 3 CER BD2 Cercis canadensis 'Greswan' / Burgundy Hearts® Eastern Redbud 2" Cal. B&B 4 CAR CAL Carpenteria californica / Bush Anemone 5 gal. 14 CHI PRA Chimonanthus praecox / Wintersweet 5 gal. 12 EUO GAI Euonymus fortunei 'Emerald Gaiety' / Emerald Gaiety Wintercreeper 5 gal. 9 MIS SIL Miscanthus sinensis 'Silberfeder' / Silver Feather Eulalia Grass 5 gal. 28 PHO FRA Photinia x fraseri / Red Tip Photinia 5 gal. 9 PLANT SCHEDULE CRIHB FENCLINE DRY CREEK GREENWAY EAST PHASE 1 FENCE

AND LANDSCAPING PROJECT
PLANTING PLAN TANNER SNOW BRIAN WRIGHT TANNER SNOW 1"=40' N/A 57P-1 2.00' MIN. 2.00' MIN. PLAN NOTES: 1. ALL PLANTINGS SHALL BE POSITIONED SO THAT WHEN FULLY MATURED SHRUBS AND TREE PARAMETER/CANOPIES SHALL HAVE A 2' MINIMUM CLEAR SPACE FROM PROPERTY LINE AND FENCE MAINTENANCE EASEMENT, TYPICAL. 2. APPROXIMATE PLANTING LOCATIONS SHOWN ON PLAN REPRESENT THE NOMINAL FULL MATURE GROWTH WITH PARAMETER/CANOPIES OF SHRUB AND TREES, TYPICAL. 06/23/2025 06/23/2025 06/23/2025

Rain Bird XCZ-100-LC 1" Wide Flow Drip Control Kit, for Light Commercial Uses. 1" PEB Valve, with 1" Pressure Regulating 40psi Basket Filter. 0.3-20 GPM. 1 Rain Bird XFDe-06-12 Drip Ring TREE DRIP RING - 3-RING CONFIGURATION WITH RINGS ON 12" SPACING. USE RAIN BIRD XFDe DRIP TUBING. 10 Area to Receive Drip Emitters Rain Bird XB-PC Single Outlet, Pressure Compensating Drip Emitters. Flow rates of 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes
with a self-piercing barb inlet x barb outlet.
10,056 sf
10PC emitters (4 assigned to each 5 gal. plant) 300 Irrigation Lateral Line: PVC Schedule 40 3/4" 988.4 lf IRRIGATION SCHEDULE CRIHB FENCELINE 17.291" 1 3 4" DRY CREEK GREENWAY EAST PHASE 1 FENCE

AND LANDSCAPING PROJECT
IRRIGATION PLAN TANNER SNOW BRIAN WRIGHT TANNER SNOW 06/23/2025 1"=40' N/A 67P-2 PLAN NOTES: 1. THE AREA TO RECEIVE DRIP EMITTERS IS APPROXIMATING LIMITED TO A TYPICAL OFFSET OF 12’ FROM PROPERTY LINE OR FENCE MAINTENANCE EASEMENT; HOWEVER, THE ACTUAL LOCATION OF DRIP TUBING AND EMITTERS COLLATE TO INDIVIDUAL PLANTINGS (SEE DETAIL B1 ON SHEET P-3). 06/23/2025 06/23/2025 APPROX. 119 APPROX. 10' OFFSET TYPICAL

12" MULCH EXISTING SOIL SPECIFIED PLANTING MIX B PERENNIAL PLANTNIG 2'-0" MIN.2 x ROOTBALL DIA. FINISHED GRADE OR TOP OF MULCH 1/2" BELOW PAVED EDGE APPLY SPECIFIED MULCH TO REMAIN PERMANENTLY. SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES SPECIFIED PRE-EMERGENT HERBICIDE BELOW FABRIC REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK & SIDES OF ROOTBALL THAT IS NOT 100% HEMP. REMOVE BURLAP & TWINE FROM THE TOP 1/3 OF ROOTBALL. REMOVE FIBER OR PLASTIC POT ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT IS REMOVED ARE DAMAGED AND SHALL BE REJECTED. HOLE & ROOT BALL SHOULD HAVE LOOSENED SIDES SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION LIGHTLY COMPACTED PLACE 3" OF SPECIFIED BACKFILL BELOW THE ROOT BALL UNDISTURBED SUBGRADE SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING. CREATE A 2" DEEP WATER RETENTION BASIN & APPLY A RING OF SPECIFIED MULCH WHEN NOT IN A BED SET ROOT CROWN OF UPRIGHT SHRUBS 1" ABOVE TOP OF SOIL. SET ROOT CROWN OF SPREADING SHRUBS AT TOP OF SOIL. A SHRUB PLANTING DO NOT CUT OR DAMAGE LEADER. SPECIFIED TREE STRAP AT END OF GUY WIRE AROUND TREE TRUNK. 1/2" DIA. x 24" LONG PVC PIPE SECTION ON EACH WIRE 12 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. TRUNK FLARE MUST BE VISIBLE ABOVE MULCH. SET TOP OF ROOT BALL 2" ABOVE FINISH GRADE 4" DEEP WATER RETENTION BASIN - NOT REQUIRED IN IRRIGATED TURF AREAS. APPLY SPECIFIED MULCH. MULCH TO REMAIN PERMANENTLY. REFER TO NOTES AND SPECIFICATIONS. FINISHED GRADE 6.5' STEEL T-POST (3 MIN.) TO EXTEND MIN. 30" INTO UNDISTURBED SOIL. PLANT PIT WITH ROUGHENED, ANGLED SIDES. REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE WIRE COMPLETELY FROM ROOTBALL. UNDISTURBED SUB GRADE. SPECIFIED BACK FILL MATERIAL. REFER TO NOTES AND SPECIFICATIONS. NOTES: 1. INSTALL TREE IN HOLE, ADD 1ST LAYER OF COMPACTED SOIL MIX. CUT AND REMOVE ALL BURLAP, TWINE FROM TOP 1/3 OF BALL, ADD SECOND LAYER OF SOIL MIX. 2. SOIL MIX FOR ALL TREE SHALL BE 30% EXISTING, SOIL EXCAVATED FROM PLANT HOLE, 30% LOAMY TOPSOIL, 20% CLEAN COARSE SAND, 20% PEAT MOSS. 3. PLACE AGRIFORM TABLETS IN EACH PLANTING PIT, BURY AT 1/3 DEPTH OF ROOT BALL. PLACE 3 TABLETS IN EACH PIT, NO CLOSER THAN 18 INCHES APART. 4. DIAMETER OF TREE RING IN LAWN AREAS TO BE 2 FEET WIDER THAN DIAMETER OF CANOPY. C EVERGREEN TREE PLANTING TREE TRUNK SIZE OF TREE SPADE VARIES DEPENDING ON METAL TEE STAKES (2) FILL ALL AIR POCKETS BETWEEN ROOT BALL AND EXISTING UNDISTURBED SOIL WITH SANDY LOAM BEING SURE TO LEAVE NO AIR POCKETS TOP OF ROOT BALL PLANVIEW 1/2" PVC PIPE OVER WIRE PREVAILING WINDS DO NOT CUT OR DAMAGE LEADER. PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING. WRAP ENTIRE SURFACE OF TRUNK BELOW SECOND BRANCH WITH SPECIFIED TREE WRAP AND SECURE. SET ROOT CROWN LEVEL WITH TOP OF SOIL ADJACENT TO TREE & 2" ABOVE FINISHED GRADE IN SOD AREAS, FLUSH IN OTHER AREAS FINISHED GRADE SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION UNDISTURBED SUBGRADE D TREE PLANTING NOTES: 1. INSTALL TREE IN HOLE, ADD 1ST LAYER OF COMPACTED SOIL MIX. CUT AND REMOVE ALL BURLAP, TWINE FROM TOP 1/3 OF BALL, ADD SECOND LAYER OF SOIL MIX. 2. SOIL MIX FOR ALL TREE SHALL BE 30% EXISTING, SOIL EXCAVATED FROM PLANT HOLE, 30% LOAMY TOPSOIL, 20% CLEAN COARSE SAND, 20% PEAT MOSS. 3. PLACE AGRIFORM TABLETS IN EACH PLANTING PIT, BURY AT 1/3 DEPTH OF ROOT BALL. PLACE 3 TABLETS IN EACH PIT, NO CLOSER THAN 18 INCHES APART. 4. DIAMETER OF TREE RING IN LAWN AREAS IS BE 4'-0". 5. STAKING NOT REQUIRED, ONLY THROUGH CERTAIN SITE CONDITIONS. 6. SHADE TREES: LOWEST LIMBS MIN. 6-8' FROM ROOT CROWN AFTER TWO YEARS. NO LIMB SHALL BE WITHIN 7' OF PAVEMENT. SPECIFIED TREE STRAP AT END OF GUY WIRE AROUND TREE TRUNK. 1/2" DIA. x 24" LONG PVC PIPE SECTION ON EACH WIRE 12 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED. 4" DEEP WATER RETENTION BASIN - NOT REQUIRED IN IRRIGATED TURF AREAS. APPLY SPECIFIED MULCH. MULCH TO REMAIN PERMANENTLY. REFER TO NOTES AND SPECIFICATIONS. 6.5' STEEL T-POST (3 MIN.) TO EXTEND MIN. 30" INTO UNDISTURBED SOIL. PLANT PIT WITH ROUGHENED, ANGLED SIDES. DOUBLE STRAND 12 GAUGE WIRE 12" LENGTH, 1" DIA 2-PLY RUBBER HOSE AT TREE REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. REMOVE WIRE COMPLETELY FROM ROOTBALL. DRY CREEK GREENWAY EAST PHASE 1 FENCE

AND LANDSCAPING PROJECT
LANDSCAPE DETAILS TANNER SNOW BRIAN WRIGHT TANNER SNOW AS SHOWN 77P-3 AS SHOWN 06/23/2025 06/23/2025 06/23/2025

Streets & Bridges
Project Manual
Name ofproject:

Dry Creek Greenway East Phase 1 Fence and Landscaping
Project
Department:

Public Works/Engineering

Notice to Contractors, Proposal, and Special Provisions for the Dry Creek Greenway East Phase 1 Fence and
Landscaping Project
Public Works – Engineering
APPROVAL RECOMMENDED BY:
____________________________________________
Noah Siviglia, P.E.

Principal Engineer
City of Roseville
RCE 87197
APPROVED BY:
____________________________________________
Jason Shykowski, P.E.

Public Works Director
City of Roseville
RCE 58234
For use in connection with the State of California Standard Specifications dated 2015, Standard Plans dated 2015, Labor Surcharge and Equipment Rental Rates 311 Vernon Street, Roseville, California 95678–2649
www.roseville.ca.us/engineering

[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
Standard Construction Specifications SCS
Assembly Bill No. 626 AB 626
Special Provisions (if applicable) SP
Construction Details CD

I

NOTICE TO CONTRACTORS

NTC - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

CITY OF ROSEVILLE
DEPARTMENT OF _________________
Name of Project:______________________________________________

NOTICE TO CONTRACTORS
NOTICE IS HEREBY GIVEN THAT sealed Proposal will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until ___________________________ at 3:00 p.m. Late proposals will be rejected. No exceptions.

The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on _____________________, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project:
_____________________________________________________________________________.

A pre-bid meeting will be held at ____________________________________________ ______________________________________________.

A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.

Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name Dry Creek Greenway East Phase 1 Fence and Landscaping Project Public Works
July 7, 2026
July 7 26
Dry Creek Greenway East Phase 1 Fence and Landscaping Project

NTC - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:
[NAME OF PROJECT]
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.

To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the

NTC - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] public notice for opening bids, a bid will not be received after the deadline submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.

Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.

The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.

The City has determined that the Contractor shall possess a valid Class ___, _______________________ Contractor's license at the time that the bid is submitted, as well as any other license classification as may be required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.

A General
Engineering or C-13, Fencing

The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 7 “Legal Relations and Responsibility” of the Standard Construction Specifications.

Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

All questions prior to the deadline for bid submissions shall be directed to the attention of Dry Creek Greenway East Phase 1 Fence and Landscaping Project via online submission at the Public Purchase website.

NTC - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

NTC - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding.
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City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________
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INSTRUCTIONS TO BIDDERS

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in Standard Construction Specifications Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.

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[B:\City Attorney\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 1/18/2024] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.

Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.

The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.

All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.

The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of