Agenda packet — Roseville City Council, February 18, 2026 (part 4 of 7)

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[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.

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[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

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[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

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[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

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[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

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[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, Saturda y, 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 S tate 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 a nd 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, cross- liability 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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SCS – 29
[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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SCS – 30
[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 self- insured 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

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[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.

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[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 s hall 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.

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[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

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ASSEMBLY BILL NO. 626

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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.

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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 state- mandated 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.

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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

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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.

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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.

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SPECIAL PROVISIONS

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Table of Contents
SPECIAL PROVISIONS ...................................................................................................................................... 1 DIVISION I GENERAL PROVISIONS ................................................................................................................ 1 1 GENERAL ................................................................................................................................................................ 1 2 BIDDING ................................................................................................................................................................. 2 4 SCOPE OF WORK .................................................................................................................................................... 2 5 CONTROL OF WORK ............................................................................................................................................... 3 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................................................... 6 8 PROSECUTION AND PROGRESS .............................................................................................................................. 8 9 PAYMENT ............................................................................................................................................................... 9 DIVISION II GENERAL CONSTRUCTION ...................................................................................................... 11 10 GENERAL ............................................................................................................................................................ 11 12 TEMPORARY TRAFFIC CONTROL ........................................................................................................................ 13 13 WATER POLLUTION CONTROL ........................................................................................................................... 15 14 ENVIRONMENTAL STEWARDSHIP ...................................................................................................................... 18 15 EXISTING FACILITIES ........................................................................................................................................... 19 DIVISION III EARTHWORK AND LANDSCAPE ............................................................................................. 22 17 GENERAL ............................................................................................................................................................ 22 19 EARTHWORK ...................................................................................................................................................... 22 20 LANDSCAPE ........................................................................................................................................................ 23 21 EROSION CONTROL ............................................................................................................................................ 32 DIVISION V SURFACINGS AND PAVEMENTS ............................................................................................. 32 37 BITUMINOUS SEALS ........................................................................................................................................... 32 39 ASPHALT CONCRETE .......................................................................................................................................... 44 DIVISION VI STRUCTURES............................................................................................................................. 44 51 CONCRETE STRUCTURES .................................................................................................................................... 44 52 REINFORCEMENT ............................................................................................................................................... 45 70 MISCELLANEOUS DRAINAGE FACILITIES ............................................................................................................ 45 DIVISION VIII MISCELLANEOUS CONSTRUCTION ..................................................................................... 46 73 CONCRETE CURBS AND SIDEWALKS ................................................................................................................... 46 75 MISCELLANEOUS METAL .................................................................................................................................... 47 DIVISION IX TRAFFIC CONTROL DEVICES ................................................................................................. 47 81 MISCELLANEOUS TRAFFIC CONTROL DEVICES ................................................................................................... 47 82 SIGNS AND MARKERS ......................................................................................................................................... 47 84 MARKINGS ......................................................................................................................................................... 48 DIVISION X ELECTRICAL WORK ................................................................................................................... 49 86–88 RESERVED .................................................................................................................................................... 49

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STANDARD PLANS LIST

The standard plan sheets applicable to this Contra ct include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.

ABBREVIATIONS, LINES, SYMBOLS , AND LEGEND
A3A Abbreviations (Sheet 1 of 3)
A3B Abbreviations (Sheet 2 of 3)
A3C Abbreviations (Sheet 3 of 3)
A10A Legend - Lines and Symbols (Sheet 1 of 5)
A10B Legend - Lines and Symbols (Sheet 2 of 5)
A10C Legend - Lines and Symbols (Sheet 3 of 5)
A10D Legend - Lines and Symbols (Sheet 4 of 5)
A10E Legend - Lines and Symbols (Sheet 5 of 5)
A10F Legend - Soil (Sheet 1 of 2)
A10G Legend - Soil (Sheet 2 of 2)
A10H Legend - Rock

PAVEMENT MARKERS, TRAFFIC LINES, AND PAVEMENT MARKI NGS A20A Pavement Markers and Traffic Lines - Typical D etails A20B Pavement Markers and Traffic Lines - Typical D etails A20C Pavement Markers and Traffic Lines - Typical D etails A20D Pavement Markers and Traffic Lines - Typical D etails A24A Pavement Markings - Arrows
A24B Pavement Markings - Arrows and Symbols
A24C Pavement Markings - Symbols and Numerals
A24D Pavement Markings - Words
A24E Pavement Markings - Words, Limit and Yield Lin es
A24F
RSP A24H
Pavement Markings - Crosswalks
Pavement Marking Arrows

EXCAVATION AND BACKFILL
A62A Excavation and Backfill - Miscellaneous Detail s
A62B Limits of Payment for Excavation and Backfill - Bridge Surcharge and Wall A62D Excavation and Backfill - Concrete Pipe Culver ts

OBJECT MARKERS, DELINEATORS, CHANNELIZERS, AND BARR ICADES A73C Delineators, Channelizers and Barricades

CURBS, DRIVEWAYS, DIKES, CURB RAMPS, AND ACCESSIBLE PARKING RSP A88A Curb Ramp Details
RSP A88B Curb Ramp and Island Passageway Details

TEMPORARY WATER POLLUTION CONTROL
T51 Temporary Water Pollution Control Details (Temp orary Silt Fence) T56 Temporary Water Pollution Control Details (Temp orary Fiber Roll) T58 Temporary Water Pollution Control Details (Temp orary Construction Entrance) T59 Temporary Water Pollution Control Details (Temp orary Concrete Washout Facility)
T61 Temporary Water Pollution Control Details (Temp orary Drainage Inlet Protection)
T62 Temporary Water Pollution Control Details (Temp orary Drainage Inlet Protection)

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iii

T63 Temporary Water Pollution Control Details (Temp orary Drainage Inlet Protection)

ROADSIDE SIGNS
RS1 Roadside Signs - Typical Installation Details N o. 1 RS2 Roadside Signs - Wood Post - Typical Installati on Details No. 2 RS4 Roadside Signs - Typical Installation Details N o. 4

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1 SPECIAL PROVISIONS
FOR

ROSEVILLE PARKWAY WIDENING PROJECT

SCOPE
The work described in these Special Provisions must be done in conformance with the latest editions of the City of Roseville Design and Construction Standards, and 2015 State Standard Specifications and Plans, unless otherwise noted in these Special Provisions or Plans, except insofar as they may be modified by these Special Provisions.

ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the Standard Specifications . A main-section heading is a heading shown in the table of contents of the Standard Specifications .

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications as revised by any revised standard specification.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications .

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DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to section 1-1.01:

Bid Items and Applicable Sections
Item
code
Item description Applicable
section
510095A DRAIN INLET (TYPE C) 51

Add to section 1-1.07B:

Administrator: The Public Works Director, as created by law, also the City Agency: Department of Public Works, City of Roseville
Bidder: Prime Contractor
Bid book: Bid Proposal
City: City of Roseville
City Council: City Council of the City of Roseville, a Charter C ity in the State of California Contract Documents: Plans, Notice to Bidder and Special Provisions, and Bid Book and Contract

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2 Department: Department of Public Works, City of Roseville Department of Transportation: State of California Agency Department of Industrial Relations: State of California Agency District: The Public Works Department, City of Roseville Division of Labor Standards Enforcement: State of California Agency Laboratory: The laboratories authorized by the Engineer to tes t materials and work involved in the contract
Office Engineer: City of Roseville, Department of Public Works Transportation Building: Department of Public Works, City of Roseville

Replace the following definitions in section 1-1.07 B:

Director: Director of Public Works, City of Roseville
Engineer: The Director of Public Works/City Engineer, and ag ents or assistants duly authorized by the Director of the Public Works/City Engineer to act on their behalf

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2 BIDDING

Add between the 1st and 2nd paragraphs of section 2 -1.06B:

The Department makes the following supplemental pro ject information available:

Supplemental Project Information
Means Description
Geotechnical Report Dated: December 21, 2022

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4 SCOPE OF WORK

Replace section 4-1.03 with:

The project consists of the construction of the Roseville Parkway Widening Project (Phase 1) consisting of the following improvements:

1. Widening of Pleasant Grove Boulevard

2. Adding bus turnout on Roseville Parkway between West Drive and Reserve Drive

3. Adding an auxiliary lane on Roseville Parkway be tween Galleria Boulevard and Creekside Ridge Drive.

4. Signal modification at Please Grove Boulevard/Ro seville Parkway.

5. Add an additional left turn lane on Galleria Bou levard.

The work includes improvements including: clearing and grubbing, excavation, curb, gutter and sidewalk , grading, roadway and sidewalk construction, utilities including sewer, storm drain, electrical, fiber optic, striping, and other minor improvements.

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3 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

5 CONTROL OF WORK

Replace section 5-1.05 with:

5-1.05 ORDER OF WORK
Prior to mobilization, the Contractor must contact Underground Service Alert (U.S.A.).

Attention is directed to "Water Pollution Control" of the State Standard Specifications regarding the submittal and approval of the Contractor prepared Stormwater Pollution Prevention Plan, prior to performing work having potential to cause water pollution.

The Contractor must also prepare a traffic control plan that conforms to Section 12, “Construction Area Traffic Control Devices” of the City of Roseville Construction Standards, the California MUTCD and as described within these Special Provisions prior to construction. The traffic control plan must be approved by the City of Roseville Public Works Traffic Section and follow the sequence reflected on the traffic handling plans.

The first order of work shall be to place the order for long lead time materials and equipment includi ng traffic signals and electrical materials that will be furnished by the Contractor for this project. The Contractor must place the order within 15 working days after the Notice to Proceed and after approval of the submittal. Should the City have to supply the Contractor with material and/or equipment to do the work, the Contractor will be charged accordingly per agreed upon cost. Contractor is responsible for providing all materials and shall not rely on the City for any materials other than what is explicitly described and stated in the contract documents. The Contractor must furnish the Engineer with a statement from the equipment vendor(s) that the order for said equipment has been received and accepted by said vendor(s). Said statement must include an anticipated date of delivery of said equipment to the Contractor. Said statement must be furnished to the Engineer within 15 calendar days of the Contractor's receipt of the Notice to Proceed. Signal and lighting equipment must be completed by the end of the Contract. The Contractor must pay liquidated damages per the Special Provisions if the installation of signal and lighting cannot be completed within the above time frame.

Where improvements are immediately adjacent to prop erty owners with landscaped or irrigated areas, Contractor must coordinate with the property owner to confirm the irrigation system to confirm irrigation system is not in conflict with, or has been relocated outside, the project improvements, and is in goo d working condition. Any damage to the existing irrigation by the Contractor must be repaired by the Contractor at the Contractor’s cost.

The Contractor must coordinate with the Parks Construction Inspector prior to disturbing the existing landscape and irrigation owned by the City. The Contractor must field verify the locations of existing irrigation systems prior to construction activities. All new components and landscaping must be per th e latest version of the Parks Standards. No disruption of the existing irrigation watering system will be allowed during construction. All adjacent systems must maintain automatic programmed watering schedules throughout the construction. The Contractor is responsible for repairing or replacing and adjusting any portions of the existing irrigation systems impacted during construction of the improvem ents of this Contract. Existing sod and shrubs areas impacted by construction activities must be restored per the latest version of the Parks Standards. Time is of the essence on this contract, and the order of all other work must be such as to assure the completion of the project within the allotted working days as described herein while complying with the requireme nts set forth in the plans, specifications and contract document. Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed ther efor.

The Contractor shall provide a sequence of work for the tie-in to the transmission water main and submit to the Engineer for review and approval.

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4 Add to section 5-1.01:

For the award of the "Project", the City will provide inspection and Resident Engineer (RE) on an eight- hour (8) day and a forty-hour (40) week (Monday through Friday) basis only. You must reimburse the City at a rate of $175/hr for all inspection and $200/hr for RE time in excess of those hours listed above, including designated holidays and weekends. Request s for authorization to perform work outside the hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, must be made in writing at least 48 hours in advance.

Designated holidays are observed: New Year's Day, M artin Luther King Day, Presidents Day, Memorial Day, 4th of July, Labor Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving and Christmas Day. When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday (respectively) must be a designated holiday. Refer to the latest editions of the City of Roseville Design and Construction Standards for the holidays and weekends.

Provide a competent person during normal working ho urs to assist the Engineer, when required, in checking lines and grades of the Contractor's layout and measuring quantities for payment purposes.

Cooperate with the Engineer so that checking, and measuring may be accomplished with the least interference to your operations. No additional compensation will be made to you for fulfilling this requirement.

Replace the paragraphs in section 5-1.26 with:
5-1.26A Summary
Section 5-1.26 includes specifications for furnishing and setting construction stakes and marks.

Conform to Chapter 12, Construction Surveys, of the Caltrans publication entitled, "Surveys Manuel," except as amended below.
5-1.26B Action Submittals
Before starting any survey work, submit for Engineer's approval the proposed procedures, methods, equipment, and typical stake markings to be used.

Upon completion of the construction staking and pri or to acceptance of the contract, submit all computations, survey notes, and other data used to accomplish the work. 5-1.26C Materials
Stakes must be wooden hubs with sufficient length to assure solid embedment in the grounds. Use nails only when setting points on existing pavement.
5-1.26D Construction
You are responsible to provide all surveys at your cost to control the lines, elevations, and dimensions of the work in conformance with the plans. Any deviations from the lines, elevation, and dimensions shown on the plans must receive prior approval from the Engineer.

You are responsible for the accuracy of your own layout work and you are liable for the preservation o f all established lines, grades, and layout points.

Furnish and set construction stakes and marks required for the completion of the work. Set stakes with the accuracy adequate to assure that the completed work conforms to the lines, grades, and sections shown on the plans. Remove construction stakes when no longer needed.

Set hubs using total stationing. Horizontal tolerances must be within the tolerances specified in the Caltrans Survey Manual.

Set grades stakes at even 50-foot stations and at vertical and horizontal transition points.

Only use a level to establish the elevation of all hubs and points used for setting grades. Submit the required cut-sheets to the Engineer prior to starting any work for approval.

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5 Coordinate with the City for Vertical Control Benchmark. If you destroy any of the survey control points, replace the control points at your cost. Notify the Engineer before replacing the control points. The Engineer will verify you work.

Make all computations necessary to establish the ex act position of the work from control points. Maintain neat, legible, and accurate records of all computations, survey notes, and other records necessary to accomplish the work. Submit such records prior to beginning the work that requires their use.

All delay and costs due to the correcting of survey points found to be out of tolerance will be your responsibility.

Stakes damaged or destroyed by the public or your operations will be replaced at your expense. Submit all survey records to the Engineer for the project records. 5-1.26E Payment
Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.

Add between the 2nd and 3rd paragraphs of section 5 -1.36D:

The utility owner will relocate a utility shown in the following table before the corresponding date s hown:

Utility Relocation and Date of the Relocation
Utility Location Date
Comcast Pleasant Grove Blvd/Pioneer Rd March 2024

Installation of the utilities shown in the following table requires coordination with your activities. Make the necessary arrangements with the utility company through the Engineer and submit a schedule:

1. Verified by a representative of the utility comp any

2. Allowing at least the time shown for the utility owner to complete its work

Utility Relocation and Contractor -Arranged Time for the Relocation Utility Utility address Location Days

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 s o 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- 8894during non-business hours. Traffic signal detector loops shall be replaced within 24 hours; Traff ic signal wiring shall be repaired immediately. If loops are not replaced within 24 hours, temporary video detection shall be required to provide temporary detection, at the contractor's cost.

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6 The surfaces of all roadway facilities within the limits of work (i.e. manhole covers, water valve covers, monument lids, etc.) shall be protected from micro-surfacing application. All material used to protect the facilities shall be removed and disposed of properly after the resurfacing work. After the resurfacing work, the surfaces of all roadway facilities shall have a clean surface. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Add to section 7-1.03:

The use of flaggers, barricades and construction signing shall comply with the current edition of the MUTCD and/or State of California Manual of Traffic Controls for "Construction and Maintenance Work Zones" or as required by the Engineer. All construction traffic control devices shall be in place and operational prior to beginning work or different phases throughout the contract.

Construction activities which are under City contract shall not be permitted at any time other than between the hours of 7:00 a.m. to 4:00 p.m. Monday through Friday, and 9:00 a.m. to 6:00 p.m. on Saturday, Sunday and holidays with approval with th e City. Only work that does not require motorized vehicles or power equipment shall be allowed on state, federal and designated holidays and outside of the noted working hours. If work outside the times specified above becomes necessary, request authorization from the Engineer to perform work outside of these hours at least 48 hours in advance.

You 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. You shall provide and mainta in all traffic control and safety items. You will provide flaggers as required and you will be responsibl e for the entire cost of flaggers. You will assumes the sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shal l apply continuously 24 hours/day and shall not be limited to normal working hours.

Unless otherwise approved by the Engineer, a minimu m of three travel lanes in each direction, not less than 11’ wide, shall be maintained at all times on all roads within the construction limits. You shall submit a traffic control plan to the Engineer for acceptance, allow a minimum 7 days to review time for appro val.

The traffic control plan shall include the anticipated limits and time required for the closure. You cannot begin any work until the Traffic Control Plan has been accepted by the City and the Contractor has notified adjacent businesses of the work and anticipated road closure and impacts. Contractor to provi de a minimum of six (6) portable changeable message si gns. Portable changeable message signs shall be used for prior notifications of road/parking area closures. PCMS's are to be placed a minimum 14 days in advance of start of construction, and are to be in place for entire duration of project.

The minimum traveled way described above shall be o pen for use by public traffic on Saturdays, Sundays, designated holidays, after 4:00 p.m. on Fr idays and the day preceding designated holidays, an d when construction operations are not actively in progress. Designated holidays are listed in Section 5-

1.01 of these Special Provisions.

Whenever vehicles or equipment are parked within a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators; placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or a C24 (Shoulder W ork Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed in a location approved by the Engineer.

Minor deviations from the requirements of this sect ion concerning hours of work which do not significantly change the cost of the work may be permitted upon your written request, if in the opinion of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted unti l the Engineer has indicated his written approval. All other modifications will be made by contract change order.

You shall notify local residents and businesses 72 hours prior to cutting off their access for periods in excess of 2 hours. Notice must be given in writing two days prior to cutting off access and verbally the

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7 evening prior to cutting of access. For businesses that only have one primary driveway for access, you will coordinate the work to always maintain access to their driveway or develop an alternative access point for them. You will need to get in writing an approval from the business to modify their drivewa y location and provide that to the Engineer 72 hours prior to modifying the driveway. If two driveways access a single business, one of those driveways sh all always remain accessible.

Personal vehicles of your employees shall not be parked on the traveled way or shoulders, including an y section closed to public traffic. No equipment will be allowed to be parked within any traffic lane or median after work hours.

You shall notify the Engineer of your intent to begin work at least 3 days before work is begins. You shall cooperate with local authorities relative to handling traffic through the work area and shall make your own arrangements to keep the working area clear of parked vehicles.

Three days prior to implementing any City approved road or lane closures, you shall notify the Engineer.

You shall notify the Engineer at a minimum of seventy-two (72) hours in advance of any revisions to the road or lane closure schedules.

Temporary lane closures will only be allowed 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. A copy of the accepted traffic control plan must be kept at the job site at all times. • For one (1) lane closures, work is only allowed du ring the times identified below:
o Pleasant Grove & Roseville Pkwy
 Southwest thru lanes and left turns (any 1 lane cl osed) o 7 AM – 11 AM or night work (8 PM – 6 AM)
 Southwest right turn
o 7 AM – 7 PM
 Northwest thru lanes and left turns (any 1 lane cl osed) o 8 PM – 6 AM (night work)
 Northeast thru lanes and left turns (any 1 lane cl osed) o 8 PM – 6 AM (night work)
 Northeast right turn lane (leaving the right turn lane partly open) o 7 AM – 7 PM
 Southeast thru lane and left turns (any 1 lane clo sed) o 7 AM – 7 PM
o West Mall bus turnout (No traffic impacts are allowed from the months of November and December)
 All work, including any 1 lane closed: Night work only (8 PM – 6 AM) o Roseville Pkwy & Galleria
 NB left (any 1 lane closed)
o 8 PM – 6 AM
 EB left (any 1 lane closed)
o 9 PM – 6 AM
 SB left (any 1 lane closed)
o 8 PM – 6 AM
 WB left (any 1 lane closed)
o 8 PM – 6 AM
o If any work requires more than one (1) lane closur e, then the above hours do not apply.

In this case, working hours will be provided upon review of the traffic control plan. o Working hours are subject to change during holiday traffic from the months of November and December. 8 PM, 9 PM, and 10 PM start times wil l shift one (1) hour, shortening the working hours.
o Any work that requires red flash will have limited working hours from 10 PM – 6 AM. Any red flash at Pleasant Grove/Roseville Pkwy and Galleria/Roseville Pkwy will require the reduction of approaches to one (1) left turn, and one (1) thru lane with an aux-lane.

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8 Portable Changeable Message Signs (PCMS) shall be p laced at the locations identified below, as approved by the Engineer, and required by your Traffic Control Plans:

1. Two PCMS on Pleasant Grove Blvd.

2. Two PCMS on Roseville Parkway.

3. Two PCMS on Galleria Blvd.

Payment for Portable Changeable Message Signs is to be included in the payment item for Traffic Control and no additional payments will be made to you for Portable Changeable Message Signs.

The Contractor shall cooperate, keep current and notify the City of Roseville’s Public Information Off icer, local police and fire department, ambulance services, and Public Works Street Division of proposed construction operations at least five (5) days before work is to begin.

Full compensation for conforming to the requirements of this section shall be considered as included in the contract lump sum price paid for Traffic Control System and no additional compensation will be allowed therefor.
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8 PROSECUTION AND PROGRESS

Replace paragraphs of section 8-1.04B with:

You shall begin work no later than 15 calendar days after receiving the "Notice to Proceed" letter executed by the Director of Public Works or authorized staff representing the City of Roseville.

This work shall be diligently prosecuted to completion before the expiration of 80 Working Days beginning on the fifteenth calendar day after receiving the "Notice to Proceed" letter.

All work, including all punch list items, shall be completed within 80 working days of the first working day.

A preconstruction meeting shall be held between you and the Engineer for the purpose of discussing 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 th e project as required. Your representative at this conference shall include all major superintendents for the work and may include major subcontractors and mater ial suppliers.

You shall be responsible to coordinate utilities relocations within the project area. Coordination of utilities within the project limits, including relocations and maintenance of existing facilities shall be confirmed in writing by utility representatives and you prior to the preconstruction meeting or within five (5) working days after the preconstruction meeting.

Add to section 8-1.10B:

The Contractor shall pay to the City of Roseville the sum of $4,000.00 per day, each and every calenda r day’s delay in finishing the work (regardless of weather conditions) in excess of the number of workin g days to complete the entire project. Any payment made after the completion date shall not be construed as a waiver of liquidated damages.

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9 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 wo rk 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 prop osal.

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.

Replace Reserved in section 9-1.12 with:
9-1.12 Cost Break Down
The Contractor shall furnish to the Engineer a cost break-down and schedule of values as specified in Section 9-1.16B for each contract lump sum item of work described in all applicable Sections as part o f this Project (Bid Item Nos. 1, 2, 3, 7, 8, 10, 50, 51, 52, and 59). There shall be ten (10) lump sum bid items for this Project:

Bid Item No. 1: Traffic Control System
The contract lump sum price paid for Traffic Control System shall include full compensation for performing the scope of work specified in the Section 12 “Temporary Traffic Control” of the Special Provisions section and the City’s TTC Guidelines, including all necessary designation of an individual dedicated traffic control coordinator, traffic control plan submittals, project signs, construction signs, implementation and maintenance of the approved traffic control plans for all work in construction zones throughout the duration of the project. This item shall include any flagging costs and arrow boards that the contractor utilizes under the traffic control plan. This item also includes performing pedestrian safety plan sub mittals, and implementation and maintenance of the approved pedestrian safety plans for all work in construction zones throughout the duration of the project. This item shall include any signage, barricades, cones, k- rail, surface-mounted channelizers, temporary ramps , and all other appurtenances required to implement pedestrian safety.

Payment for complying with the provisions for Temporary Traffic Control shall be paid by lump sum.

Payments for the lump sum item shall be determined based on the percentage of the bid item work completed as determined by the Engineer at the time the progress payment is prepared.

Bid Item No. 2: Job Site Management
The contract lump sum price paid for “Job Site Management” includes full compensation for furnishing a ll labor, materials, tools, equipment, and incidentals and for doing all the work involved in spill prevention and control, material management, waste management, non-stormwater management, and dewatering activities, including identifying, sampling, testing, handling, and disposing of hazardous waste resul ting from your activities, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as ordered by the Engineer.

Bid Item No. 3: Prepare Storm Water Pollution Preve ntion Plan The contract lump sum price paid for Prepare Storm Water Pollution Prevention Plan shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 13, "Water Pollution Control" of these Special Provisions, including developing and implementing the water pollution prevention plan, installing and maintaining BMPs, providing a water pollution control manager, conducting water pollution control training, and monitoring, inspecting, and correcting water pollution control practices and complying w ith the project storm water pollution prevention plan.
including Bid Item No. 7: Water Pollution Control
The contract lump sum price paid for Water Pollution Control shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the

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10 work specified in Section 13, "Water Pollution Control" of these Special Provisions, including maintaining, removing and disposing construction site best management practices.

Bid Item No. 8: Erosion Control
The contract lump sum price paid for Erosion Control shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 21, "Erosion Control" of these Special Provisions.

Bid Item No. 10: Clearing and Grubbing
The contract lump sum price paid for Clearing and Grubbing shall include full compensation for providi ng all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 17, "Clearing and Grubbing" of the Standard Specifications, including consul ting with Arborist, pruning prior to construction, and complying with City and County requirements relating to construction activities near oak trees.

Bid Item No. 50: Remove Thermoplastic Traffic Strip e and Pavement Markings The contract lump sum price paid for Remove Thermop lastic Traffic Stripe and Pavement Markings shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in removing traffic stripe, pavement markings and markers as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be all owed.

Bid Item No. 51: Signal Modification (Roseville Par kway/Pleasant Grove Blvd) The contract lump sum price paid for Signal Modification (Roseville Parkway/Pleasant Grove Blvd) shall include full compensation for all signal/lighting systems and additional materials and labor, not show n on the plans or specified, which are necessary to complete the installation of signals, lighting, and electrical systems and no additional compensation will be allowed therefor.

Bid Item No. 52: Signal Modification (Roseville Par kway/Galleria Blvd) The contract lump sum price paid for Signal Modification (Roseville Parkway/Galleria Blvd) shall include full compensation for all signal/lighting systems modifications and additional materials and labor, not shown on the plans or specified, which are necessar y to complete modification and/or installation of signals, lighting, and electrical systems and no additional compensation will be allowed therefor.

Bid Item No. 64: Mobilization
Mobilization shall consist of preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings and other facilities necessary for work on the project; and for all other work and operations which must be performed o r costs incurred prior to beginning work on the various contract items on the project site and as referenced in the State Standard Specifications.

Replace the 1st paragraph of section 9-1.16A with:

Submit all requests for progress payments using the forms included in Appendix A:

1. Form CC 1: Progress Payment Request - This form is to be completed and signed by you and attached as a cover sheet to each request for payment. This form will be mandatory on all contract payment requests.

2. Form CC2: Progress Payment Request (Detail) - Th is form may be used by you to provide the detail required to verify the payment quantities. (City will accept your form if it provides the required information.)

3. Form CC3: Quantity Changes Verification Form - T his form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the project, the City will issue a "Balancing Change Order" incorporating all quantity increases and decreases in the contract item of work.

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11 Add to the end of section 9-1.16C:

The following items are eligible for partial progress payment even if they have not yet been incorpora ted into the work:

1. Bar Reinforcing

2. Water pipes and Appurtenances

3. Storm Drain Pipes and Appurtenances

4. Miscellaneous Metal

Add to section 9-1.17D(1):

Submit Form CC4: Final Release Form from Appendix A. This form must accompany all requests for final payment.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^^

DIVISION II GENERAL CONSTRUCTION

10 GENERAL

Add to section 10-1.02:

Add to the end of section 10-1.02C(2):

You must protect all irrigation component or systems not identified on the plans to be removed or relocated. Irrigation components/systems to be relocated shall be done before performing any other construction activity in the area.

If you damage any irrigation component or system you will replace it to an equal or better condition at your cost.

10-1.02C(Landscaping)
You must protect all existing landscaping, including trees, not identified on the plans to be removed.

If you damage any landscaping not identified to be removed, you will replace it with plant size and type specified by the Engineer at your cost.

10-1.02F Potholing for Utilities
It is recognized by you and the City that the locations of existing utilities as shown on the plans are approximate, their actual location is unknown. Reco gnition is given to the fact there may be additiona l existing utilities unknown to either party to the contract. Location of utilities, as shown on the drawings, represents the best information obtainable from utility maps and information furnished by the various agencies and companies involved. The City warrants neither the accuracy nor the extent of the actual utilities involved.

All existing utilities are to remain in service and operational during construction. All required relocation of existing facilities which interfere with the work shall be made by the owning agencies or as identified in these Special Provisions and plans.

Perform all operations necessary to excavate, expose, and verify the location of existing utility mains and laterals that may cross or be in conflict with the proposed facilities and at tie-in locations.

Notify Underground Service Alert (USA) at 1-800-642-2444 and all utility companies which have underground facilities within the limits of work 72 hours before beginning any excavation work.

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12 Where a possible at-grade conflict with existing underground utilities appears on the plans, determine its location a minimum of 100 feet ahead of the work prior to trenching unless prior pothole information is shown. Grade and alignment changes must be made only if approved by the Engineer.

The horizontal and vertical locations shown for the existing underground utilities are approximate. It is your responsibility to locate all utility lines in the construction area prior to excavation. Any dama ge to existing utility, structure, or service, whether or not indicated on the plans must be repaired at you r expense in a manner approved by the Engineer.

Submit a report for each pothole. The report must be typed and clearly drawn to show all necessary details, including:

1. Sketch showing the location, date, depth, condit ions encountered, person in charge of potholing, and any other information requested by the Engineer

2. Utility and City Public Work person(s) notified
Do not proceed with excavation operations where und erground utilities lie as shown on the plans or marked by USA until related potholing work has been completed to the satisfaction of the Engineer. Notify the Engineer of any potential conflicts with underground utilities.

Hand dig as necessary to protect existing utilities.

Notify the Engineer of conflicts in which there is less than two foot of separation between the existing and proposed utility.

Payment for potholing utilities is included in the payment for the various items of work involved.

Replace the paragraph in section 10-1.04 with:
10-1.04A General
Not Used
10-1.04B Preconstruction Conference
As requested by the Engineer the Contractor and representatives of sub-contractors may be requested to attend a preconstruction meeting. Agenda and prepar ation and distribution of the meeting minutes must be per the requirements set forth by the Engineer.
10-1.04C Progress Meetings
Schedule appropriately throughout progress of work at weekly intervals, or at intervals determined by the Engineer.

Make arrangements for attendance of appropriate par ticipants, including Subcontractors.

Progress Meeting Agenda must be determined by the E ngineer and may include:

1. Review minutes of previous meetings

2. Review of Work in progress

3. Field observations, problems, and decisions

4. Identification of problems which impede progress

5. Review: Submittal schedule; status of submittals ; off-site fabrication; delivery schedules; and progress schedule

6. Corrective measures to regain projected schedule s, if any

7. Planned progress during succeeding work period; Contractor to provide a three-week “look-ahead” schedule at each meeting; coordination of projected progress; effect of proposed changes on progress schedule and coordination

8. Maintenance of quality and work standards

9. Other business relating to Work
10-1.04D Safety Meetings
Run weekly meetings and require attendance of construction crew and Subcontractors. Record minutes and distribute copies within two calendar days after meeting to participants, the Engineer, and those affected by decisions made.

Page 597 of 1219 ends

13 Replace the last paragraph in section 10-6 with:

Contractor is responsible to develop water supply. Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor. If the contractor chooses to use City water, a hydrant permit from the Environmental Utilities Department must be obtained prior to use.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

12 TEMPORARY TRAFFIC CONTROL

Add to section 12-1.01:

For details on working hours, lane closures, and red flash restrictions listed in, see Section 7 above.

Replace Reserved in section 12-4.02C(3)(d):

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

Notifications shall be distributed to affected residents and businesses within a minimum 200 feet radius of the job limits, including residents and businesses located on streets adjacent to the construction.

Notifications to affected residents and businesses within the work areas shall consist 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 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 duration of night work. 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.

When work requires 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 includ ed in the City of Roseville Construction Details. If no work is being performed within an intersection, the Contractor shall inform a City representative so t he 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.

Replace Not Used in section 12-3.01D with:

Payment for furnishing and installing Temporary Barricades and Temporary Type K railing is included in the payment for Traffic Control System. Temporary T ype K railing will be required as necessary for temporary traffic control setup.

Replace section 12-3.11D with:

Payment for furnishing and installing construction area signs is included in the payment for Traffic Control System.

Page 598 of 1219 ends

14 Replace Not Used in section 12-3.23D with:

Temporary Type K railing will be required as necessary for temporary traffic control setup. Payment for furnishing and installing Temporary Type K railing is included in the payment for Traffic Control System.

Add to the end of section 12-3.32B:

The PCMS’ must be controlled either locally or remotely by a dedicated controller or computer.

Authorized users must be able to both locally and remotely override motorist information messages.

The general system functions of the PCMSs must be c apable of:

1. Preventing any unauthorized users or systems fro m gaining access to the PCMSs through an industry authentication and encryption standard level of security.

2. Providing current operational status locally and remotely. Operational status must include current messages, communications system, and power status.

3. Delivering notifications either by telephone, vo ice, or text messages to alert support staff of trouble conditions.

4. Generating trouble alerts for conditions such as (1) low roadside equipment power or voltage, (2) system communications failure.

5. Measuring periodically and automatically the pow er levels of all equipment. Alert support staff, locally and remotely via a telephone message, in time to provide supplemental power before the system ceases to operate.

6. Displaying preprogrammed messages based on the t ime of day and day of week.

Add to the beginning of the RSS for section 12-3.32C:

Place PCMSs at the locations specified in these Special Provisions and as authorized by the Engineer.

Replace Not Used in section 12-3.32D with:

Payment for portable changeable message signs (PCMS) is included in the payment for Traffic Control System.

Add to section 12-4.04C:

A minimum 4-feet wide pedestrian access must be mai ntained at all times.

Replace Not Used in section 12-4.04D with:

Cost Break-Down
The Contractor shall furnish to the Engineer a cost break-down for Traffic Control System.

The Contractor shall determine the quantities required to complete the work shown on the plans. The quantities and values shall be included in the cost break-down submitted to the Engineer. The Contractor shall be responsible for the accuracy of the quantities and values used in the cost break-down submitt ed.

No adjustment in compensation will be made in the contract lump sum prices paid for the traffic control items due to any differences between the quantities shown in the cost break-down furnished by the Contractor and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

The sum of the amounts for the units of work listed in the cost break-down for traffic control shall be equal to the contract lump sum price bid for the work. Overhead, profit, and labor shall be included in each individual unit listed in the cost break-down.

Page 599 of 1219 ends

15 The cost break-down shall be submitted to the Engineer within 15 days of the Notice to Proceed. The cost breakdown shall be approved, in writing, by the Engineer before any partial payment for the items of striping work will be made.

At the Engineer’s discretion the approved cost break-down may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of traffic control work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in compensation may be determined at the Engineer’s discretion in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with Section 4-1.03B, “Increased or Decreased Quantities,” of the Standard Specifications.

The cost break-down shall, as a minimum, include the following items:

ITEM UNIT MEASURE
Construction Area Signs Type Each
PCMS Type Each
Channelizers Type Each
Full compensation for compliance with this section shall be considered included in the amount bid for Traffic Control System and no additional compensation shall be allowed.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

13 WATER POLLUTION CONTROL

Add to section 13-1.04:

Submit a Water Pollution Control Lump Sum Cost Break-Down which itemizes the contract lump sum for water pollution control work. Use the Water Pollution Control Lump Sum Cost Break-Down provided in this section as the basis for the cost break-down. Use the Water Pollution Control Lump Sum Cost Break - Down to identify items, quantities and values for water pollution control work, including Temporary Water Pollution Control Practices. You are responsible for the accuracy of the quantities and values used in the cost break-down submitted. Partial payment for the item of water pollution control will not be made until the Water Pollution Control Cost Break-Down is approved by the Engineer.

Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section with a specified Estimated Quantity must be considered "Project-Specific Minimum Requirements." Incorporate Project-Specific Minimum Requirements with Contractor-designated quantities and values into the Water Pollution Control Lump Sum Cost Break-Down.

Line items indicated in the Water Pollution Control Lump Sum Cost Break-Down in this section without a specified Estimated Quantity must be considered by the Contractor for selection to meet the applicable "Minimum Requirements" as defined in the Manuals, o r for other water pollution control work as identified in the "Construction Site BMPs Consideration Checklist" presented in the Preparation Manual. In the Water Pollution Control Cost Break-Down, list only those water pollution control practices selected fo r the project, including quantities and values required to complete the work for those items.

The sum of the amounts for the items of work listed in the Water Pollution Control Cost Break-Down mus t be equal to the contract lump sum price bid for water pollution control. Overhead and profit must be included in the individual items listed in the cost break-down.

Page 600 of 1219 ends

16 WATER POLLUTION CONTROL LUMP SUM COST BREAK-DOWN

ITEM ITEM DESCRIPTION UNIT ESTIMATED

QUANTITY VALUE AMOUNT
Soil Stabilization
SS-1 Scheduling
SS-2
Preservation of
Property/Preservation of
Existing Vegetation

SS-3
Temporary Hydraulic Mulch
(Bonded Stabilized Fiber
Matrix)

SS-6
Temporary Erosion Control
(Straw Mulch with Stabilizing
Emulsion)

SS-7 Temporary Erosion Control
Blanket (On Slope)

SS-7 Temporary Erosion Control
Blanket (In Swale or Ditch)

SS-7 Temporary Cover (Geotextiles
and Mats)

SS-9 Earth Dikes/Drainage Swales
& Lined Ditches

SS-10 Outlet Protection/Velocity
Dissipation Devices

SS-12 Streambank Stabilization
Sediment Control
SC-1 Temporary Silt Fence
SC-4 Temporary Check Dam
SC-5 Fiber Rolls
SC-7 Street Sweeping
SC-10 Storm Drain Inlet Protection
Tracking Control
TC-1 Temporary Construction
Entrance

Wind Erosion Control
WE-1 Wind Erosion Control

TOTAL

Adjustments in the items of work and quantities listed in the approved cost break-down must be made when required to address amendments to the SWPPP, e xcept when the adjusted items are paid for as extra work.

No adjustment in compensation will be made to the c ontract lump sum price paid for water pollution control due to differences between the quantities shown in the approved cost break-down and the

Page 601 of 1219 ends

17 quantities required to complete the work as shown on the approved SWPPP. No adjustment in compensation will be made for ordered changes to correct SWPPP work resulting from your own operations or from your negligence.

At the Engineer’s discretion, the approved cost break-down may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in compensation may be determined, at the Engineer’s discretion, in the same manner specified for increases and decreases in the quantity of a contract item of work in section 9-1.06.

At your request and approved by the Engineer, changes to the water pollution control practices listed in the approved cost break-down, including addition of new water pollution control practices, will be allowed.

Changes must be included in the approved amendment of the SWPPP. If the requested changes result in a net cost increase to the lump sum price for water pollution control, an adjustment in compensation will be made without change to the water pollution control item. The net cost increase to the water polluti on control item will be paid for as extra work as provided in section 4-1.05.

Payment for maintaining, removing and disposing construction site best management practices is included in the payment for water pollution control.

Add to section 13-3.01A:

This project's risk level is 2.

The contractor shall prepare the project Stormwater Pollution Prevention Plan (SWPPP).

Add between the 4th and 5th paragraphs of section 1 3-3.01C(2)(a):

The following RWQCBs will review the authorized SWP PP:

1. Central Valley RWQCB Region 5

Replace the 6th paragraph of section 13-3.01C(2)(a) with:

If the Regional Water Quality Control Board requires time for review, allow 30 days for review.

Do not start job site activities until:

1. the SWPPP is approved by the Engineer

2. a waste discharge ID number (WDID) is issued

3. SWPPP review requirements have been fulfilled

4. Three (3) bound signed copies of the SWPPP has b een delivered to the Engineer

Replace the paragraphs of section 13-5.04 with:

Not Used
Replace the paragraphs of section 13-6.04 with:

Not Used
Replace the paragraphs of section 13-7.03D with:

Not Used
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

Page 602 of 1219 ends

18 14 ENVIRONMENTAL STEWARDSHIP

Replace the 1st paragraph of section 14-7.03 with:

If unanticipated paleontological resources including human remains are discovered at the job site, do not disturb the resources and immediately:

1. Stop all work within a 50-foot radius of the dis covery

2. Secure the area

3. Notify the Engineer

Add to section 14-8.01:

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

Noise control must conform to the Roseville Municipal Code, Chapter 9.24 " Noise Regulations" which can be viewed at the City of Roseville City Clerk's Office.

Replace the 2nd paragraph of section 14-8.02 with:

Noise from job site activities must not exceed 86 dBA Lmax at 50 feet from the job site from 7 a.m. to 4 p.m., Monday through Friday, and 9 a.m. to 6 p.m. on Saturday, Sunday and holidays with approval.

Add to section 14-8.02:

Construction equipment must be properly maintained per manufacturer’s specifications and fitted with the best available noise suppression devices (i.e. mufflers, silencers, wraps, etc). Shroud or shield all impact tools, and muffle or shield all intake and exhaust ports on power equipment.

Construction equipment must not be idled for extended periods of time in the vicinity of noise sensitive receptors.

Locate fixed and/or stationary equipment as far as possible from noise sensitive receptors (e.g., generators, compressors, rock crushers, cement mixers).

In order to minimize noise levels, you must use sound attenuation panels around generators and pumps as required.

Add to section 14-11.01:

Prepare a site-specific Health and Safety Plan for the construction process, consistent with general industry standards and Occupational Safety and Health Administration (OSHA) requirements, which would address risks to construction personnel and public safety, such that the health and safety risks would be mitigated to an acceptable level.

Notify the Roseville Fire Department if evidence of soil or groundwater contamination is encountered.

Add to section 14-11.02:

If delay of work in the area delays the current controlling operation, you will be compensated for the delay in conformance with the provisions in section 8-1.07.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

Page 603 of 1219 ends

19 15 EXISTING FACILITIES

Add to section 15-1.03B:

Section 15-1.03B includes specifications for removing concrete curb, curb and gutter, sidewalk, curb ramp, and pedestrian ramps. Additionally, follow Section 73-10 for the removal of curbs and sidewalks.

Delete the 7th paragraph of section 15-1.03B

Add to the end of section 15-1.03C:

At least 2 business days before hauling the light pole to the salvaged material stockpile location, no tify the Engineer and inform the Roseville Electric at telephone no. (916) 746-1662.

The stockpile location is:
2080 Hilltop Circle
Roseville, CA 95747

Add to section 15-1.04 Payment:

Full compensation per square yard for Remove Concrete, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete curb ramps, sidewalk, curb and gutter, curb, traffic islands, island paving as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by t he Engineer, and no additional compensation will be allowed therefor.

Full compensation for removal of asphalt concrete dike is included in the price paid per cubic yard for roadway excavation, and no additional compensation will be allowed therefor and no additional compensation will be allowed therefor.

Relocate Fire Hydrant
Fire hydrant relocation shall conform to the latest City of Roseville standard drawing W-13 and construction standards, Section 81 - Domestic Water Supply System Construction.

Full compensation per each for Relocate Fire Hydrant shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in relocating the fire hydrant but not limited to excavation, new pipe connections, fittings, valves, concrete thrust block and collar installation, testing and inspection, backfill, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Relocate Water Valve Assembly
Water Valve Assembly relocation shall conform to the latest City of Roseville standard drawing W-16 and construction standards, Section 81 - Domestic Water Supply System Construction.

Full compensation per each for Relocate Water Valve Assembly shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in relocating the water valve assembly but not limited to excavation, new pipe connections, fittings, valves, concrete collar, testing and inspection, backfill as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Page 604 of 1219 ends

20 Relocate Air Release Valve
Air Release Valve relocation shall conform to the latest City of Roseville standard drawing W-12 and construction standards, Section 81 - Domestic Water Supply System Construction.

Full compensation per each for Relocate Air Release Valve shall include full compensation for furnishi ng all the labor, materials, tools, equipment and incidentals and for doing all the work involved in relocating the Air Release Valve but not limited to excavation, new pipe connections, fittings, valves, utility box, testing and inspection, backfill as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Relocate Cathodic Project (CP) Test Station
Cathodic Project (CP) Test Station relocation shall conform to the latest City of Roseville standard drawing W-40 and construction standards, Section 81 - Domestic Water Supply System Construction.

Full compensation per each for Relocate CP Test Station shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in relocating the CP Test Station but not limited to excavation, pipe connections, utility box, testing, backfill as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Relocate Roseville Electric (RE) Box
RE Box relocation shall conform to the latest City of Roseville Specifications for Commercial Construc tion and Section 86 - Signals, Lighting and Electrical Systems.

Full compensation per each for Relocate Re Box shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in relocating the RE Box but not limited to excavation, utility box, backfill as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.

Adjust Pull Box to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing pull boxes. Such pull box adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.

Any necessary location ties required to accurately locate items after paving are also included. All m is-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.

Concrete is not an acceptable pavement replacement.

Measurement of Adjust Pull Box to Grade will be the number of such items acceptably adjusted to grade.

The contract unit price paid per each for Adjust Pull Box to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as show n on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.

Adjust Valve Cover to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing water valves. Such valve or monument adjustments s hall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer. Any

Page 605 of 1219 ends

21 necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.

Concrete is not an acceptable pavement replacement.

Measurement of Adjust Valve Cover to Grade will be the number of such items acceptably adjusted to grade.

The contract unit price paid per each for Adjust Valve Cover to Grade shall include full compensation for all labor, materials, tools, incidentals, and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.

Adjust Manhole to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing manholes. Such manhole adjustments shall be constr ucted in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.

Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.

Concrete is not an acceptable pavement replacement.

Contractor will be required to furnish and install false manhole bottoms in advance of grinding, pavin g, or other street resurfacing work and removal of false manhole bottom is required after adjustment and inspection. City will require Contractor to ball and flush the entire system to the outfall point for failure to utilize false bottoms while adjusting manholes for grinding, paving, and other street resurfacing work.

Measurement of Adjust Manhole to Grade will be the number of such items acceptably adjusted to grade.

The contract unit price paid per each for Adjust Manhole to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as show n on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.

Adjust Drain Inlet to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing drain inlets. Such drain inlet adjustments shall be constructed in accordance with the plans, the Sta ndard Specifications and these special provisions, and as directed by the Engineer.

Concrete is not an acceptable pavement replacement.

Measurement of Adjust Drain Inlet to Grade will be the number of such items acceptably adjusted to grade.

The contract unit price paid per each for Adjust Drain Inlet to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as show n on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.

Existing Roadside Signs and Markers
Roadside signs shall be removed or relocated as shown on the plans and shall be measured and paid for per each.

Payment per each for Relocate Roadside Sign and Rem ove Roadside Sign Panel shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the

Page 606 of 1219 ends

22 work involved in relocating roadside sign and remov ing roadside sign panel, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be all owed.

Existing Traffic Stripe, Pavement Markings, and Mar kers This item includes the removal of existing removing traffic stripe, pavement markings and markers.

Payment for removing traffic stripe, pavement markings and markers shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in removing traffic stripe, pavement markings and markers as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION III EARTHWORK AND LANDSCAPE

17 GENERAL

Replace the section 17-2.04 with:

Full compensation for all work associated with Clearing and Grubbing, including all tree trimming and vegetation removal within excavation and embankment slope lines and any vegetation that conflicts with the proposed improvements, is considered as included in the lump sum price paid for Clearing and Grubbing and no additional compensation will be all owed therefor.

Tree removal is considered as general clearing and grubbing and will not be paid for separately. Logs, stumps and downed trees are considered as general c learing and grubbing. Prior to removal, all trees must be marked, measured and confirmed with the Eng ineer.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

19 EARTHWORK

Add to the end of section 19-2.02:

In addition to the requirements of Section 19-2 of the State Standard Specifications, the following shall also apply:

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 and not incorporated into embankments.

The Contractor shall make provisions to replace all material identified as unsuitable prior to placement of hot mix asphalt. Typical treatment for unsuitable base will include excavation of 12” of material and placement of Class II AB.

Page 607 of 1219 ends

23 The estimated quantity for “Unsuitable Material” is for bidding purposes only and an estimated 600 cubic yards has been included. The quantity can be extend ed, reduced, or deleted at the discretion of the Engineer, with no change in the unit bid price. If unsuitable material is discovered, the Contractor w ill 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, aggregate base, compaction, removal and incidentals, and for doing all work inv olved 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.

Add to the end of section 19-2.04:

The contract unit price paid per cubic yard Roadway Excavation shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work specified in Section 19, "Roadway Excavation" of the Standard Specifications, including but not limited to the roadway excavation in the landscape areas and the removal of dike.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

20 LANDSCAPE

Add to section 20-1.01A:

Landscape work must comply with provisions in the latest version of City of Roseville's Parks Construction Standards and Supplement.

Notify the Engineer not less than 72 hours prior to requiring initial access to the existing irrigation controllers. When the Engineer determines that access to the controllers is required at other times, arrangements will be made to provide this access.

Add to section 20-1.01C:

Submit a cost break-down for the contract square foot items of planting and irrigation system. Cost break-down tables must be submitted to the Engineer for approval within 10 working days after the contract has been approved. Cost break-down tables will be approved, in writing, by the Engineer before any partial payment will be made for the applicable items of planting and irrigation system involved.

Cost break-downs must be completed and furnished in the format shown in the samples of the cost break-downs included in this section. Line item descriptions of work shown in the samples are the minimum to be submitted. You may designate additional line item descriptions of work. If you designate additional line item descriptions of work, the quantity, value and amount for those line items must be completed in the same manner as for the unit descriptions shown in the samples. The line items and quantities given in the samples are to show the manner of preparing the cost break-downs.

Determine the quantities required to complete the work shown on the plans. The quantities and their values must be included in the cost break-downs submitted to the Engineer for approval. You are responsible for the accuracy of the quantities and values used in the cost break-downs submitted for approval.

The sum of the amounts for the line items of work listed in each cost break-down table for planting and for irrigation system work must be equal to the contract square foot price bid for Planting and Irrigation System, respectively. Overhead and profit must be included in each individual line item of work listed in a cost break-down table.

No adjustment in compensation will be made in the contract lump sum prices paid for planting and irrigation system due to differences between the quantities shown in the cost break-downs you submit

Page 608 of 1219 ends

24 and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

Individual line item values in the approved cost break-down tables will be used to determine partial payments during the progress of the work and as the basis for calculating an adjustment in compensation for the contract lump sum items of planting and irrigation system due to changes in line items of work ordered by the Engineer. When the total of ordered changes to line items of work increases or decreases the lump sum price bid for Planting and Irrigation System by more than 25 percent, the adjustment in compensation for the applicable lump sum item will be determined in the same manner specified for increases and decreases in the total pay quantity of an item of work in Section 4-1.05.

PLANTING COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION

UNIT

APPROXIMATE

QUANTITY

VALUE

AMOUNT
Turf from Sod LS
Shrubs, 1 Gallon EA
Soil Amendment, Fertilizer, and Fine Grading SF
Mulch SF
Plant Establishment MO

TOTAL ____________________

IRRIGATION SYSTEM COST BREAK-DOWN (SAMPLE)

UNIT DESCRIPTION

UNIT

APPROXIMATE

QUANTITY

VALUE

AMOUNT
Controller
LS
Remote Control Valve (Drip Zone Control Kit)
EA
Subsurface Drip Irrigation SF
Valve and Valve Box Relocation LS
Miscellaneous Adjustments to Dripline, Spray
Heads, Lateral Lines, and Bubblers
LS

TOTAL ____________________

Add to section 20-1.01D(1):

Do not apply pesticides before approval from the En gineer.

Delete edits to section 20-1.01D(2) in the RSS and replace the 1st paragraph of section 20-1.01D(2) with:

The Engineer performs a progress inspection at:

1. During pressure testing of the pipelines on the supply side of control valves.

2. Before planting begins and after completion of t he work specified for planting in Section 20-3.02C(2).

3. Before plant establishment work begins and after completion of the work specified for planting in Section 20-3.

Page 609 of 1219 ends

25 4. At intervals of one month during the plant estab lishment period.

Add to section 20-1.02C:

Pesticide used must be limited to the following materials:

1. Aminopyralid

2. Diquat

3. Dithiopyr

4. Clopyralid MEA

5. Fluazifop-P-Butyl

6. Flumioxazin

7. Glyphosate

8. Imazapyr

9. Isoxaben (Preemergent)

10. Oryzalin (Preemergent)

11. Oxyfluorfen (Non-odor type)

12. Pendimethalin (Preemergent)

13. Prodiamine (Preemergent)

14. Sethoxydim

15. Melfluidide (Growth regulator)

Add to section 20-1.03B:

Granular preemergent shall be limited to the following material:

1. Oxadiazon

A minimum of 100 days must elapse between applicati ons of preemergents.

Granular preemergent must be applied prior to the application of mulch. Mulch applications must be completed in these areas on the same working day.

Glyphosate must be used to kill stolon type weeds.

Replace item 1 in the list in the 1st paragraph of section 20-1.03C(1) with:

Removing existing plants including trees as shown to be removed

Add to section 20-2.01A(4)(d):

Tests must demonstrate to the Engineer, through one complete cycle of the irrigation controllers in the automatic mode, that the associated automatic compo nents of the irrigation systems operate properly. If automatic components of the irrigation systems fail a functional test, these components must be repair ed at your expense and the testing repeated until satisfactory operation is obtained.

Associated automatic components must include, but not be limited to, remote control valve actuator systems and remote control valves.

Upon completion of work on an irrigation system, including correction of deficiencies and satisfactory functional tests for the systems involved, the plants to be planted in the area watered by the irrigat ion system may be planted provided the planting areas h ave been prepared as specified in these special provisions.

Replace section 20-2.01A(4)(e) with:

A final check of existing and new irrigation facilities must be performed not more than 40 working day s and not less than 30 working days prior to acceptance of the contract.

Remote control valves connected to existing irrigation controllers must be checked for automatic performance when the controllers are in automatic mode.

Page 610 of 1219 ends

26 Unsatisfactory performance of irrigation facilities installed or modified must be repaired and recheck ed at your expense until satisfactory performance is obtained, as determined by the Engineer.

Repair or replacement of existing irrigation facilities due to unsatisfactory performance must conform to section 20-10.02.

Nothing in this section will relieve you the responsibility for making good or repairing defective wor k or materials found before the formal written acceptance of the entire contract by the Director.

Payment for final irrigation system check is included in the payment for plant establishment work.

Replace the section 20-2.01B(7) with:

Valve boxes must be precast concrete within paved areas and reinforced plastic in all other areas.

Covers for concrete valve boxes shall be concrete.

Covers for plastic valve boxes must be glass fiber reinforced plastic.

Concrete Valve boxes must be identified on the top surface of the covers by stenciling with paint the appropriate abbreviations for the irrigation facilities contained in the valve boxes as shown. Valve b oxes that contain remote control valves must be identified by the appropriate letters and numbers (controller and station numbers). The letters and numbers must be 2 inches in height. The stenciling paint must be a commercial quality, epoxy resin base paint of a color which contrasts with the valve box covers.

Valve boxes must be identified on the top surface of the covers by branding the appropriate abbreviati ons for the irrigation facilities contained in the valve boxes as shown. Valve boxes that contain remote c ontrol valves must be identified by the appropriate letters and numbers (controller and station numbers). The letters and numbers must be 2 inches in height.

Add to section 20-2.04A(1):

Low voltage, as used in this section mean 36 V or less.

Allowance for new irrigation control wires and trenching must comply with the plans shown.

Add to section 20-2.04B:

You may use conductors that are not armor-clad if installed in a conduit.

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked with adhes ive cloth wrap-around markers.

Low voltage control and neutral conductors in pull boxes and valve boxes, at irrigation controller terminals, and at splices must be marked as follows:

1. Conductor terminations and splices must be marke d with adhesive backed paper markers or adhesive cloth wrap-around markers, with clear, heat-shrinkable sleeves sealed over the markers.

2. Non-spliced conductors in pull boxes and valve b oxes shall be marked with clip-on, "C" shaped, white extruded polyvinyl chloride sleeves. Marker sleeves shall have black, indented legends of uniform depth with transparent overlays over the legends and "chevron" cuts for alignment of 2 or more sleeves Markers for the control conductors must be identified with the appropriate number or letter designatio ns of irrigation controllers and station numbers. Markers for neutral conductors must be identified with the appropriate number or letter designations of the irrigation controllers.

New control and neutral conductors that are to replace existing control and neutral conductors must be the same size and color as the existing control and neutral conductors being connected to.

Page 611 of 1219 ends

27 The color of low voltage neutral and control conductor insulation, except for the striped portions, must be homogeneous throughout the entire thickness of the insulation.

Insulation for conductors may be UL listed polyethylene conforming to UL44 test standards with a minimum insulation thickness of 41 mils for wire sizes

Replace the 8th paragraph of section 20-2.08B(5) wi th:

Fittings for irrigation sleeve must be schedule 40.

Add to section 20-2.08C(1)
Sleeves must extend 6 inches beyond paving. The end s of the sleeve must be capped until use.

Replace the section 20-2.10B(2) with:

Ball valves must be per City Standards.

Ball valves must be of the same size as the pipeline which the valves serve, unless otherwise noted on the plans.

Add to section 20-3.01A(3)(c):

Submit certificate stating quantity, type, and composition, weight and origin for all amendments and chemicals must be delivered to the City’s Representative before the material is used on the site.

Add to section 20-3.01A(4):

Request at least two working days in advance the following reviews prior to progressing with the work:

1. Completion of rough grading

2. Verification of amendment incorporation depths

3. Finish grade

Provide one-quart sample of proposed amendment to Sunland Analytical Lab Inc. (916)852-8557, for their testing for conformance to this specification. Do not deliver materials to the site until the City’s Representative approves the samples. You are respon sible for the testing costs.

Add to section 20-3.01B(3):

Organic Amendment must be determined from soils ana lysis results. For purposes of bidding only, assume the use of nitrogen-treated fir bark conforming to:

1. Physical Properties: 95% - 100% passing, sieve s ize 6.35 mm (1/4 inch), 80%-100% passing, sieve size 2.38mm (No. 8, 8 mesh), and 0%-30% passing, si eve size 500 micron (no. 35, 32 mesh).

2. Chemical Properties: Nitrogen Content (dry weigh t basis), 0.4%-0.6% iron content, minimum 0.08% dilute acid soluble Fe on dry weight basis, soluble salts, maximum 3.5 millimhos/centime @ 25 degree C. as determined by saturation extract method; ash – 6.0%.

Add to section 20-3.01B(4)(a):

Fertilizer must be determined from soils analysis results. For purposes of bidding only, assume the us e of 6-20-20 commercial fertilizer and iron sulfate.

Page 612 of 1219 ends

28 Add to section 20-3.01C(1):

Organic amendment and fertilizer incorporation: Materials determined from the soils test must be uniformly distributed throughout all irrigated planting areas and incorporated to a homogeneously blen ded soil depth of six inches. For purposes of bidding only, assume per 1000 square feet:
6 cubic yards nitrogen stabilized organic
amendment
30 pounds commercial fertilizer (6-20-20)
10 pounds iron sulfate

Apply iron sulfate cautiously, and avoid contact with concrete, since permanent staining may result. Any such stained concrete must be replaced at Contractor’s expense.

Plant pits must have their sides and bottoms loosened or otherwise broken to prevent glazed or compacted surfaces, and must be as shown on the pla nting detail.

Only un-amended soil must be used beneath the root ball; cultivate bottom of plant pit to improve porosity. Backfill around sides of root ball must be the amended soil taken from adjacent prepared areas.

Spread material excavated from plant pits onto adja cent areas as replacement. If additional back fill be necessary, a mixture of one-third organic amendment/fertilizer mix and two-thirds topsoil may be used.

All container plants shall receive plant tablets as follows:

One-gallon and Two-
gallon plants
Two 21-gram tablets
Five-gallon plants Five 21-gram tablets
Fifteen-gallon plants Twelve 21-gram tablets

Space the tablets evenly around the root ball halfway up backfill touching side of root ball. City’s Representative may require excavation of up to 5 percent of all plants selected at random for conformance review.

Finish grade all irrigated planting areas unless otherwise noted, and remove all rocks and clods over one cubic inch to a depth of one inch below finish grade. All areas must be smooth and uniformly graded.

Repair all erosion damage during the construction period.

Unless otherwise noted, all soil finish grades must be one inch below finish grade of walks, pavements , and curbs.

Add to section 20-3.02A:

Request the following reviews prior to progressing with the work:

1. Finish grade

2. Substantial completion

3. Final completion

Replace Not Used in section 20-3.02B with:

Plant botanical names must conform to “Standardized Plant Names”, second edition, and secondly, “A Checklist of Woody Ornamental Plants of California”, Manual 32, University of California. All plants of each clone, species, and cultivar must be delivered to the site labeled with their full botanical names.

Every plant species must be labeled with no less than one label for every ten plants of a species.

Minimum quality of all plant material must conform to prevailing published specifications of the California Association of Nurserymen and the American Associat ion of Nurserymen’s American Standard for Nursery Stock unless otherwise indicated. Additional specifications must be indicated on the drawings.

Page 613 of 1219 ends

29 The quantities shown on the plant list and in labels are for the City’s Representative’s use and are not to be construed as the complete and accurate limits of the contract. Furnish and install all plants shown schematically on the drawings.

All container-grown stock shall be grown in its container for at least six months prior to its planting.

Contractor shall allow one percent of the quantity of plants for removal and inspection. Any plant material, within one year following the final acceptance of the project, determined by the City’s Representative to be defective, restricted, declining or otherwise deficient due to abnormal root growth, shall be replaced by Contractor to the equal condition of adjacent plants at the time of replacement.

Turf from sod shall be minimum 95% purity and 85% g ermination. Inert matter shall not exceed 2.0% nor weed content 0.00%, with no noxious weeds. Sod type shall be as indicated on the drawings. Sod shall have a well-developed root structure sufficiently mature so that it will hold together when held by one end of the roll. Yellowing, brown, diseased, dried, or pest infested sod shall be rejected. Soil thickness of the sod shall be 1/4 inch to 5/8 inch thick excluding top-growth and thatch; top-growth shall be uniformly mowed to 1-1/2 inch to 2 inches for bluegrasses and ryegrasses with excess clippings and surface debris removed; size of rolls or slabs shall be consistent to the suppliers standard length and width and is not to vary by more than 2% in either dimension.

Foliage roots and stems of all plants shall be of vigorous health and normal habit of growth for its species.

All plants shall be free of all diseases, insect stages, burns, or disfiguring characteristics.

Before planting operations commence all or a representative sampling of plant material will be reviewed at the site by the City’s Representative. Remove defective plants installed without such review from the site upon request by the City’s Representative and substitute acceptable plant in its place.

Add to section 20-3.02C(1):

Before planting operations commence, all or a representative sampling of plant material shall be reviewed at the site by the City’s Representative. Defective plants installed without such review shall be removed from the site upon request by the City’s Representative and an acceptable plant substituted in its place.

Locations of all plants must be reviewed prior to planting Maintain all plant material in a healthy growing condition prior to and during planting operations. Yo u are responsible for vandalism, theft and damage to plant material until the commencement of the maintenance period.

Contractor shall be responsible for inspection of all root systems on plant materials. Inspection sha ll include, but not be limited to, checking for rootbound stock, encircling roots at the perimeter of the container, girdling roots at the top surface of the rootball, and other defective root conditions. Such inspections shall include the complete removal of soil from one percent of plant material containers, or at least one plant from each nursery and each plant type. Contractor shall cut defective or potentially defective girdling, rootbound, and encircling roots and spread the root system into the surrounding backfill. Plants with excessively defective root systems shall be rejected by the Contractor.

Sod installation: Finish grade to smooth even surface allowing for sod thickness at pavement and other structures to leave the sod one-half inch below the finish grade of adjacent structures. The soil sur face shall be sufficiently firm to resist impressions over one-quarter inch deep, and shall be lightly rolled until meeting this firmness. The top six to eight inches of soil shall be watered until this zone has an optimum moisture content for root growth.

Sod shall be laid in rows with staggered ends neatly and tightly butted on all edges. Sod shall be protected from wind and sun exposure during storage with a maximum storage period of twenty-four hours. No overlap, gaps, ripples, or other uneven pavement will be accepted. Contractor shall lightly roll all sod after installation to insure optimum contact with the soil. Trimming and cutting around structures shall be completed with sharp tools and carefully fitted so the final appearance is a solid continuous turf.

Remove all trash, excess soil and other debris after completion of all operations. All walks and pavem ent must be swept and washed clean, leaving the entire area in a neat, orderly condition.

Page 614 of 1219 ends

30 Add to the end of 4th paragraph of section 20-3.02C(3)(d)(ii):

Provide the Engineer with a copy of the instructions before applying the stimulant.

Replace 1st and 2nd paragraphs of section 20-3.02D with:

All work associated with soil amendment, fertilizer, and fine grading shall be included in the lump sum price bid for landscape soil preparation and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in soil amendment, fertilizer, and fine grading, and related incidental work.

Add to Section 20-4.03A:

Section 20-4 includes specifications for performing plant establishment work. The plant establishment period must not be less than 90 calendar days comme ncing from date of substantial completion.

Substantial completion is deemed as the time all major plantings, including groundcover, are installed, and when all other work is satisfactorily completed (with the exception of minor items to be completed as noted upon a checklist compiled by the City’s Representative). Maintenance period will not commence until work is deemed substantially complete by the City’s Representative.

Add to Section 20-4.01C(1):

Submit watering schedule for use during the plant establishment period within 10 days after the start of the plant establishment period.

Contractor shall collect two one-quart samples in the container planting areas of the in-place topsoil 20 days after completion of planting and submit to Sunland Analytical, (916) 853-8557, for maintenance period fertilizer recommendation. Test results shall be made available to the City’s Representative.

Sample shall be a representative composite taken fr om several planting areas. Cost of soil test shall be paid for by the Contractor. For purposes of bidding only, assume the use of ammonium sulfate (21-0-0) at 5lbs per 1,000 SF, minimum two applications.

Add to Section 20-4.01D:

Request a final review of the project at least five (5) days in advance of the proposed date. Failure to request this notice will automatically extend the date of completion. The maintenance period will cont inue until project is deemed complete.

Add to Section 20-4.03A:

Substantial completion shall be deemed as the time all major plantings, including groundcover, are installed, and when all other work is satisfactorily completed (with the exception of minor items to b e completed as noted upon a checklist compiled by the City’s Representative). Maintenance period shall not commence until work is deemed substantially com plete by the City’s Representative.

Add to Section 20-4.03B:

Keep all planting areas weed-free at all times during the maintenance period. All pest and disease con trol will be your responsibility. Keep all planting areas at optimum moisture for plant growth. Settlement of soil and plants and soil erosion will be repaired, and areas replanted as required. Replace dying or defici ent plants as soon as they become apparent.

Control weeds within plant basins, including basin walls and ground cover, by hand pulling. Weeds with in mulched and ground cover areas and outside of plant basins must be controlled by killing.

Page 615 of 1219 ends

31 When ordered by the Engineer, one application of a preemergent pesticide conforming to section 20-

1.02C, must be applied between 40 working days and 50 working days prior to completion of the plant establishment period. This work will be paid for as extra work as provided in Section 4-1.05

Add to Section 20-4.03C:

Water the plants utilizing the City’s central irrigation control system, where applicable.

Add to section 20-10.02A(1):

Maintain existing irrigation facilities throughout the life of the contract. Before the start of maintaining existing irrigation facilities work, the facilities must be checked for proper operation, and repaired in conformance. Document the condition of existing irrigation facilities. Repair work ordered by the Engineer will be paid for as extra work per these specifications.

Add to the end of 5th paragraph of section 20-10.02C(3):

During winter season, irrigation systems must be operated automatically a minimum of 2 minutes every 2 weeks.

Add to section 20-10.02C(4):

Existing irrigation valves, where shown on the plans to be removed, must be salvaged.

Notify the Engineer in writing if you intend to salvage existing irrigation facilities a minimum of 72 hours prior to salvaging these facilities. Salvaged irrigation facilities must remain the property of the City and must be delivered to City's Representative.

Add to section 20-10.03A(1):

Maintain existing planted areas throughout the life of the contract.

Water existing plants per section 20-4.03G.

Delete the first paragraph of section 20-10.03C(4)

Add to the end of the 2nd paragraph of section 20-1 0.03C(4):

The work must include:

1. Weeds must be killed before the weeds reach the seed stage of growth or exceed 6 inches in length

2. Weeds must be removed from existing planted area s. Weeds must be killed prior to removal. Weed removal in ground cover areas shall extend beyond the outer limits of ground cover areas to the adjacent edges of paving, fences and proposed plants and planting areas, and a 6-foot diameter area centered at each existing tree and shrub outside of existing ground cover areas.

3. When a portion of a new automatic irrigation sys tem is completed, the existing plants to be watered by that portion of the irrigation system shall be watered automatically.

4. Pesticides for maintaining existing planted area s must conform to section 20-1.02C.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

Page 616 of 1219 ends

32 21 EROSION CONTROL

Add to section 21-2.02C:

Import topsoil shall be a homogeneous mineral soil classified as sandy loam, or fine sand. Particle size data shall be based upon standard USDA methodology. Of the material falling in the sand category, a minimum of 80% shall fall in the fine sand range .05 - 5mm. Gravel content greater than 2.0mm shall be less than 15%. Import topsoil shall not contain more silt and clay than the on-site native soil. The sum of silt plus clay shall be less than 25%; the soil shall be nonsaline as determined on the saturation ext ract.

Salinity shall not exceed 3.0 mmhos/cm, boron shall not exceed 1.0 ppm and the sodium absorption ratio (SAR) shall not exceed 6.0. Soil reaction as determined on a saturated paste shall fall between 5.5 and

7.5. The soil shall be free of organic herbicides, or other growth-restricting chemicals. Contaminati on may be tested by greenhouse trials using rye grass and radish as test crops using the proposed import soil as substrate. These trials require four to five weeks for completion.

Add to section 21-2.02:
21-2.02S Native Topsoil
Provide a one-quart sample of native topsoil to Sunland Analytical (916)852-8557, for testing for conformance to this specification. No material will be modified until the City’s Representative approv es the material. You are responsible for all testing costs. Allow for sufficient time for such testing prior to construction. You are responsible for testing costs for the initial samples and costs for any additional sample due to non-compliance,
Placement of native topsoil must comply with section 20-1.03D.

After planting areas have been excavated, they must be ripped to a depth of seven inches. Next, a three- inch layer of topsoil must be uniformly distributed over these areas and thoroughly incorporated into the top six inches of subsoil by ripping, scraping, or tilling to mix the subsoil with the topsoil into a homogeneous mixture. The remaining layer of topsoil will then be uniformly distributed in the planting areas and compacted in place to 85 percent compacti on. The total depth of topsoil to be placed must be as required to achieve the finish grades shown on the plans.

Spread topsoil to a uniform thickness.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION V SURFACINGS AND PAVEMENTS

37 BITUMINOUS SEALS

Replace section 37-3.03 with:
37-3.03 MICRO-SURFACINGS
37-3.03A General
37-3.03A(1) Summary
Section 37-3.03 includes specifications for applying micro-surfacings.

Applying a micro-surfacing shall consist of mixing a polymer modified, cationic micro-surfacing emulsion (MSE), aggregate, mineral filler, set-control additives, and water and spreading the mixture on a pavement surface where shown on the plans, in confo rmance with the provisions in these Special Provisions and State Revised Standard Specifications, and as directed by the Engineer. 37-3.03B Materials

Page 617 of 1219 ends

33 37-3.03B(1) Micro-surfacing Emulsion (MSE)
Micro-surfacing emulsion (MSE) shall be homogenous and shall conform to the provisions of these Special Provisions. The polymer shall be milled or blended into the asphalt or blended into the emuls ifier solution prior to the emulsification process.

The MSE shall conform to the following requirements when tested in conformance with the following test methods:

Polymer Modified, Cationic Micro-Surfacing Emulsion (MSE) Specific Designation Test Method Requirement
Viscosity SSF @ 25°C AASHTO T59 15 – 90 seconds
Sieve, max AASHTO T59 0.30 percent
Settlement, 5 days, max ASTM D6930 or AASHTO T59 5 percent Storage Stability, 1 day, max AASHTO T59 1 percent
Residue by Evaporation, min California Test 331 64 percent Specification Designation for Residue
Specific Designation Test Method Requirement
Penetration @ 25°C, 100g, 5s,

0.1 mm
AASHTO T49 40 – 90
Softening Point, min AASHTO T53 61°C
G*, @ 20°C, 10 rad/sec a AASHTO T315 Report Only
Phase angle @ 50°C, 10
rad/sec, PA (max) – PA base
b
AASHTO T315 Report Only
Stiffness, @ -12°C, MPa and M-
value
AASHTO T315 Report Only
Torsional Recovery, % California Test 332 >21%
Polymer Content, % (by weight) California Test 402 >3.5% 25mm plates for the 50°C test.
8mm plates for the 20°C test.

37-3.03B(2) Water and Additives
Water shall be of such quality that the asphalt will not separate from the MSE before the micro-surfac ing is placed on the pavement. If necessary for workability, a set-control agent that will not adversely affect the micro-surfacing product may be used.
37-3.03B(3) Mineral Filler
Mineral filler shall be Portland cement or hydrated lime that is free of lumps. Portland cement shall be either Type I, Type II, or combination thereof. The type of mineral filler shall be determined by the Contractor based on laboratory mix designs. The mi neral filler will be considered part of the aggregate gradation requirement.
37-3.03B(4) Aggregate
The aggregate used for micro-surfacing shall be Type II. The material shall be free from vegetation matter and other deleterious substances. Aggregate shall be free of lumps and oversize particles. The aggregate shall be 100% crushed with no rounded par ticles, volcanic in origin and black in color. The use

Page 618 of 1219 ends

34 of gray or light-colored aggregate shall not be allowed. The Contractor shall specify in the bid proposal the name and location of the black rock aggregate quarry and shall provide certification at the preconstruction conference that the rock was crushed a minimum of 90 days prior. The Contractor shall submit samples of the black rock aggregate to the E ngineer for review and acceptance.

Aggregate, prior to the addition of the MSE, shall conform to the provisions of these Special Provisio ns. If aggregates are blended, each component aggregate sh all conform to the Sand Equivalent and Durability Index requirements of these Special Provisions when tested in conformance with the respective Californ ia Tests.

The percentage composition by mass of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202:

Type II
Sieve Size Percent Passing
3/8 inch (9.5 mm) 100
#4 (4.75 mm) 94 – 100
#8 (2.36 mm) 65 – 90
#16 (1.18 mm) 40 – 70
#30 (600 µm) 25 – 50
#200 (75 µm) 5 – 15

The aggregate (excluding mineral filler) shall conform to the following quality requirements:

Type II
Test California Test Requirement
Sand Equivalent (min) 217 70
Durability Index (min) 229 75
Percentage of Crushed Particles
(min)
1 205 100%
Los Angeles Rattler
Loss at 500 Rev. (max)
2 211 35%
1 CT205, Section D, is amended to read: “Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle.”
2 Los Angeles Rattler shall be performed on the parent aggregate before crushing.

If the results of the aggregate grading do not meet the specified gradation, the micro-surfacing represented by the test shall be removed within 5 working days of the Engineer’s written notice. However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represente d by the tests containing a percentage passing (PP) range value +/- 1 in any of the Sieve sizes, but not greater than +/-4, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Page 619 of 1219 ends

35 Sieve Sizes Percentage
Passing
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
3/8 inch (9.5 mm) 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #4 (4.75 mm) 94 – 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #8 (2.36 mm) 65 – 90 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #16 (1.18 mm) 40 – 70 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #30 (600 µm) 25 – 50 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 #200 (75 µm) 5 – 15 PP +/- 1 PP +/- 1 PP +/- 1 PP + /- 1 PAYMENT TO CITY $5.00 per ton $7.50 per ton $10.00 per ton $15.00 per ton

If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the micro- surfacing represented by the test shall be removed within 5 working days of the Engineer’s written not ice.

However, if requested in writing by the Contractor and approved by the Engineer, the Micro-surfacing represented by the tests containing a sand equivalent Value below 70, but not less than 65, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Sand Equivalent Payment to City
70 or over NONE
68 – 69 $5.00 per ton
66 – 67 $7.50 per ton
65 $10.00 per ton

If the results of the Durability Index test for aggregate do not meet the specified requirement, the m icro- surfacing represented by the test shall be removed within 5 working days of the Engineer’s written not ice.

However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a durability index value below 75, but not less than 70, may remai n in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Durability Index Payment to City
75 or over NONE
73 – 74 $5.00 per ton
71 – 72 $7.50 per ton
70 $10.00 per ton

When the results of 2 or all 3 of the aggregate grading, the Sand Equivalent, and Durability Index tes ts do not conform to the specified requirements, both or all three payments to the City shall apply. The City shall deduct these amounts from any moneys due or to become due to the Contractor.

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

Page 620 of 1219 ends

36 No single aggregate grading, durability index or Sand Equivalent test shall represent more than 300 to ns or one day's production, whichever is smaller.
37-3.03B(4)(a) Aggregate for Rut filling
Micro-surfacing (Type III) shall be used for rut filling and shall conform to these Special Provisions.

The aggregate used for Type III shall be grey rock aggregate. The grey rock aggregate shall be 100% crushed with no rounded particles. The material shall be free from vegetation and other deleterious substances. The Contractor shall submit samples and test results of the grey rock aggregate to the Engineer for review and acceptance.

The percentage composition by mass of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202:

Type III
Sieve Size Percent Passing
3/8 inch (9.5 mm) 100
#4 (4.75 mm) 70 – 90
#8 (2.36 mm) 45 – 70
#16 (1.18 mm) 28 – 50
#30 (600 µm) 19 – 34
#200 (75 µm) 5 – 15

The aggregate (excluding mineral filler) shall conform to the following quality requirements:

Type III
Test California Test Requirement
Sand Equivalent (min) 217 70
Durability Index (min) 229 70
Percentage of Crushed Particles
(min)
1 205 100%
Los Angeles Rattler
Loss at 500 Rev. (max)
2 211 35%
1 CT205, Section D, is amended to read: “Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle.”
2 Los Angeles Rattler shall be performed on the parent aggregate before crushing.

Page 621 of 1219 ends

37 greater than +/-4, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Sieve Sizes Percentage
Passing
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
Allowable
Tolerances
3/8 inch (9.5 mm) 100 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #4 (4.75 mm) 70 – 90 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #8 (2.36 mm) 45 – 70 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #16 (1.18 mm) 28 – 50 PP +/- 1 PP +/- 2 PP +/- 3 PP +/- 4 #30 (600 µm) 19 – 34 PP +/- 1 PP +/- 1 PP +/- 1 PP +/- 1 #200 (75 µm) 5 – 15 PP +/- 1 PP +/- 1 PP +/- 1 PP + /- 1 PAYMENT TO CITY $5.00 per ton $7.50 per ton $10.00 per ton $15.00 per ton

However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a sand equivalent Value below 70, but not less than 65, may remain in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Sand Equivalent Payment to City
70 or over NONE
68 – 69 $5.00 per ton
66 – 67 $7.50 per ton
65 $10.00 per ton

However, if requested in writing by the Contractor and approved by the Engineer, the micro-surfacing represented by the tests containing a durability index value below 70, but not less than 65, may remai n in place. The Contractor shall pay to the City the following amount for the screenings represented by the test and left in place:

Durability Index Payment to City
75 or over NONE
73 – 74 $5.00 per ton
71 – 72 $7.50 per ton
70 $10.00 per ton

Page 622 of 1219 ends

38 Any progress payment made after the completion date shall not be construed as a waiver of material deductions.

No single aggregate grading, durability index, or Sand Equivalent test shall represent more than 300 t ons or one day's production, whichever is smaller.
37-3.03B(5) Mix Design
At least 7 working days before the micro-surfacing placement commences, the Contractor shall submit fo r approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project.

The percentages of each individual material proposed in the mix design shall be shown in the laborator y report. Individual materials shall be within the following limits:

Micro-surfacing Mix Design
Material Proportion Limits
Residual Asphalt 7.5% to 10.5% by dry mass of
aggregate
Mineral Filler 0% to 3% by dry mass of aggregate
Additive As needed
Water As needed

Adjustments may be required during construction bas ed on field conditions.

The mix design and aggregate tests shall be performed by a laboratory capable of performing the applicable International Slurry Surfacing Association (ISSA) tests. The proposed micro-surfacing mixt ure shall conform to the specified requirements when tested in conformance with the following tests:

Test ISSA Test Method Requirements
Wet Cohesion
@ 30 minute (Set) (min)
@ 60 minute (Traffic) (min)
TB* 139
12 kg-cm
20 kg-cm
Excess Asphalt TB* 109 540 g/m2
Wet Stripping (min) TB* 114 90%
TB* = Technical Bulletin

Page 623 of 1219 ends

39 Test ISSA Test Method Requirements
Wet Track Abrasion
6-day soak loss (max)
1-hour soak
TB* 100
810 g/m2
538 g/m2
Displacement
Lateral (max)
Specific Gravity after 1000
cycles of 56.8 kg (max)
TB* 147A
5%

2.10 Classification Compatibility TB* 144 (AAA, BAA) 11 Grade Points Mix Time @ 25°C TB* 113 Controllable to 120 seconds
TB* = Technical Bulletin
The laboratory that performed the tests and designe d the mixture shall sign the laboratory report. The report shall show the results of the tests on individual materials and shall compare their values to those required by these Special Provisions. The report shall clearly show the proportions of aggregate, filler (minimum and maximum), water (minimum and maximum), set control additive, and MSE solids content (minimum and maximum) based on the dry mass of aggr egate. The laboratory shall report the quantitative effects of moisture content on the unit mass of the aggregate (bulking effect) in conform ance with the requirements of ASTM Designation C 29M. Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 12 months. The mix design shall further show the recommended changes in mineral filler, water, and additive proportions for high temperature weather conditions by reporting proportions of materials required for 60 seconds of mix time with materials heated to 100°F. This 100°F mixing report will not be required for projects requiring nighttime application.

The component materials used in the mix design shall be representative of the micro-surfacing materials proposed by the Contractor for use on the project.

Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with the provisions of these Special Provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer.

The completed mixture, after addition of water and set control agent, if used, shall be such that the micro- surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in these Special Provisions, the micro-surfacing mixture shall be sufficiently cured to support unrestricted traffic.
37-3.03C Construction
37-3.03C(1) Surface Preparation
Before placing the micro-surfacing, the pavement surface shall be cleaned by sweeping, flushing or by other means necessary to remove loose particles of paving, dirt, vegetation, and other extraneous material. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement.
37-3.03C(2) Weather Conditions
The micro-surfacing mixture shall not be placed when the ambient temperature is below 55°F or during unsuitable weather. Micro-surfacing shall not be p laced if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours.
37-3.03C(3) Equipment

Page 624 of 1219 ends

40 37-3.03C(3)(a) General
The equipment used by the Contractor for pavement cleaning and excess aggregate removal shall include a self-propelled rotary power broom, mobile pick-up broom or top dumping mobile pick-up broom. 37-3.03C(3)(b) Mixing and Spreading Equipment
The micro-surfacing shall be mixed in continuous pugmill mixers of adequate size and power for the typ e of micro-surfacing to be placed. All indicators shall be in conformance with the provisions of these Special Provisions and shall be in working order prior to commencing mixing and spreading operations.

Mixer-spreader trucks shall be equipped to proportion the MSE, water, aggregate, mineral filler, and set- control additives by volume. Rotating and reciprocating equipment on mixer-spreader trucks shall be covered with metal guards.

The mixer-spreader truck shall not be operated unless low-flow and no-flow devices and revolution counters are in good working condition and functioning and metal guards are in place. Indicators requ ired by these Special Provisions shall be visible while walking alongside the mixer-spreader truck.

Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of t he aggregate feeder shall be equipped with a revolution counter reading to the nearest one-tenth of a revolution.

In addition to the requirements of the fourth paragraph of section 5-1.33, “Equipment,” of the State Standard Specifications, the identifying number of mixer-spreader trucks shall be at least 3 inches in height, located on the front and rear of the vehicle.

The micro-surfacing mixture shall be spread by means of a spreader box conforming to sections 37-

3.03C(3)(b)(i) and 37-3.03C(3)(b)(ii).
37-3.03C(3)(b)(i) Spreader Box
The mixture shall be agitated and spread uniformly in the surfacing box by means of motor driven twin- shafted paddles or spiral augers fixed in the spreader box. A front seal shall be provided to insure no loss of the mixture at the road contact point. The rear seal shall act as a final strike-off and shall be adjustable. The spreader box and rear strike-off shall be so designed and operated that a uniform consistency is achieved to produce a free flow of material to the rear strike-off. The spreader box shall have suitable means provided to side shift the box to compensate for variations in the pavement geometry, the box shall be adjustable. Spreader box skids shall be maintained in such manner as to prevent chatter (wash boarding) in the finished mat. The spreader box in use shall be clean and free of micro-surfacing and MSE at the start of each work s hift.

The spreader box shall have a series of strike-off devices at the rear of the box. The leading strike-off device shall be fabricated of steel, stiff rubber or other suitable material. The number of strike-off devices shall be determined by the Contractor. The first strike-off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform micro- surfacing finished surface. The final strike-off device shall be fabricated of flexible material suitable for the intended use and shall be designed and operated to ensure a uniform texture is achieved in the finished surface of the micro-surfacing. The final strike-off device shall be cleaned or changed daily if problems with longitudinal scouring occur.

Flexible fabric drags attached to the rear of the spreader box shall not be used. 37-3.03C(3)(b)(ii) Wheel Path Depression (Rut) Box
The wheel path depression (rut) box shall be designed to have adjustable strike-off devices to regulate the depth and shall have a width of between 5 feet and 6 feet. Hydraulic augers, or similar devices, shall be installed and shall be capable of moving the mixed material from the rear to the front of the filling chamber. These devices shall also be capable of gu iding the larger aggregate into the center, deeper section of the wheel path depression, and forcing the finer material toward the outer edges of the spreader box.

The micro-surfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engine er.

Page 625 of 1219 ends

41 Flexible fabric drags attached to the rear of the wheel path depression (rut) box shall not be used. 37-3.03C(3)(c) Mixer and Spreader Truck Calibratio n
Each mixer/spreader truck used on the project shall be calibrated in accordance with California Test 109.

The trucks shall be calibrated for rock, emulsion, cement, additives, and any mineral filler used.

Calibrations shall take place a maximum of 10 days prior to application of micro-surfacing. The Contractor shall notify the Engineer a minimum of 3 working days prior to calibration so that City representatives may make arrangements to observe.

For all material calibrated, 3 consecutive runs per gate setting shall be completed and these 3 test runs must not deviate from their combined mathematical average by more than 2.0%.

Calibrations will take place at most once a week or as required by the Engineer and no machine will be allowed to work on the project until the calibration has been completed and/or accepted 3 working days before the start of work. Weigh back tickets shall be submitted at the end of each work day that micro- surfacing is placed.
37-3.03C(4) Proportioning
Aggregate, mineral filler, MSE, water, and additives, including the set-control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than 1 kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend.

The aggregate shall be proportioned using a belt feeder operated with an adjustable cutoff gate. The height of the gate opening shall be determinable. The MSE shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump' s calibrated condition in conformance with California Test 109 prior to usage.

The delivery rate of aggregate and MSE per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer-spreader truck used on the project in conformance with California Test 109 and in conformance with the provisions of these Special Provisions.

The aggregate belt feeder shall deliver aggregate to the pugmill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2.0 percent of the mathematical average of 3 runs of at least 3 tons each. The emulsion pump shall deliver MSE to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each.

The MSE storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the pow er to the emulsion pump and aggregate belt feeder when the MSE level is lowered to a point where the pump suction line is exposed.

A temperature-indicating device shall be installed in the emulsion storage tank at the pump suction le vel.

The device shall indicate the temperature of the MSE and shall be accurate to within 10°F.

The belt delivering the aggregate to the pugmill shall be equipped with a device to monitor the depth of aggregate being delivered to the pugmill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation.
37-3.03C(5) Application Rate of Aggregate

Page 626 of 1219 ends

42 Micro-surfacing spread rates must be within the ranges shown on the following table:

Micro-surfacing Type Application Range
(lb of dry aggregate/sqyd)
Type II 15 – 18
Type III 20 – 30

The micro-surfacing mixture shall be uniformly spread on the existing surfacing within the rate specified without spotting, re-handling, or otherwise shifting of the mixture. 37-3.03C(6) Repair Wheel Path Depressions
When wheel path depressions have a cross section th at is deformed 1/2 inch or more, the individual wheel paths shall first be filled utilizing a wheel path depression (rut) box. The depth of the wheel path depression shall be determined after the adjacent ridges have been removed, when applicable. The maximum single application for wheel path depressio ns shall be 1 inch. Wheel path depressions of depths greater than 1 inch shall require multiple applications in each depression. A pneumatic tired roller shall be used after all rut filling operations. The roller shall make 2 passes at slow speed no more than 7 mph. Wheel path depressions having a cross section greater than 1/2 inch and less than 1 inch shall b e paid for under the contract bid item “Micro-surfacing (Type III)”.

Wheel path depression repair shall be constructed with a slight crown to allow for initial compaction by traffic on the micro-surfacing.

Freshly filled wheel path depressions shall be compacted by traffic for a minimum of 12 hours before additional lifts of micro-surfacing material are placed for rut filling purposes or as surface courses. 37-3.03C(7) Placement
Micro-surfacing shall be placed no earlier than 7 calendar days after Chip Seal operation on roads to receive the Roseville Cape Seal as shown on the plans.

Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit othe r patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product, this shall be required for approval in writing 5 working days prior to the start of work.

Through traffic lanes shall be spread in full lane widths only. Longitudinal joints common to 2 traff ic lanes shall be butt joints with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the micro-surfacing. Other suitable methods to avoid double placement of the micro-surfacing will be allowed. Hand tools shall be available to remove spillage.

The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the MSE and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities.

Adequate means shall be provided to protect the micro-surfacing from damage by traffic until such time that the mixture has cured sufficiently so that the micro-surfacing will not adhere to or be picked up by the tires of vehicles.

If the micro-surfacing is not capable of supporting unrestricted traffic at the expiration of the road closure hours, the Contractor shall pay the liquidated damaged per the provisions of these Special Provisions.

Placement of the micro-surfacing shall cease before the expiration of road closure hours as specified in these Special Provisions.
37-3.03C(8) Sweeping
Initial sweeping shall begin 1 day after the micro-surfacing placement. Care shall be taken to avoid unraveling the micro-surfacing. Excessive sweeping will not be allowed.

Seven sweepings shall be considered as included in the contract price paid for micro-surfacing. The first sweeping shall be performed the day after the application is applied. The second sweeping shall be

Page 627 of 1219 ends

43 performed 3 days after the micro-surfacing applicat ion is applied. The third sweeping shall be performed 5 days after the micro-surfacing application is applied. The fourth sweeping shall be performed 7 days after the micro-surfacing is applied. The fifth sweeping shall be performed 10 days after the micro- surfacing is applied. The sixth sweeping shall be performed 15 days after the micro-surfacing is applied.

The seventh sweeping shall be performed during the punch list process.

Prior to each sweeping, the Contractor shall contact the Engineer with the street’s sweeping schedule.

After sweeping takes place, the Contractor shall contact the Engineer for acceptance of the street sweeping.

If the sweeping is not done to the schedule listed above, the Contractor shall pay the liquidated dama ged per the provisions of these Special Provisions.

The Contractor shall remove all loose aggregate from the curbs, gutters, driveways, and sidewalks prior to sweeping the roadway surface. The Contractor will be responsible to sweep abutting adjacent areas and haul routes. The Contractor shall have 1 working day to sweep the adjacent areas and haul route when requested in writing by the Engineer.

The Contractor shall sweep the micro-surfaced streets and adjacent areas with a self-propelled vacuum or regenerative air sweeper. Any additional sweepings required to remove excess material shall be performed as directed by the Engineer at no additional expense to the City. 37-3.03C(9) Test Strip
The Contractor shall construct a test strip for evaluation by the Engineer 10 working days prior to the micro-surfacing application. The test strip shall be 500 feet to 1000 feet long and shall consist of the application courses specified. The test strip shall be constructed at the same time of day or night that the full production of micro-surfacing will be placed and may be constructed in 2 days or nights when multiple course applications are specified. The location of the test strip shall be specified by the City.

The micro-surfacing test strip shall have a break time and shall be able to be open to cross traffic n o greater than 1 hour after the micro-surfacing is placed. This time will be reflected on the global projects break time and capability of being open to cross traffic. The global project shall have this break time and shall be able to be open to cross traffic no greater than 1 hour after placement of the micro-surfacing. If the test strip does not meet this requirement the test strip will be rejected and shall be removed at the Contractors expense.

The Engineer will evaluate the completed test strip after 12 hours of traffic on the completed test strip to determine if the mix design and placement procedure are acceptable. If the mix design or the placement procedure is determined by the Engineer to be unacceptable, the test strip will be rejected, the Contractor shall make modifications, and a new test strip shall be constructed and evaluated by the Engineer. Th e cost of materials and placement of the test strips, which have been rejected, shall be borne by the Contractor and will not be considered as part of the contract work. If ordered by the Engineer, rejected test strips shall be removed at the Contractors expense. 37-3.03C(10) Repair of Early Distress
If bleeding, raveling, delamination, rutting, or washboarding occurs within 60 days after placing the micro- surfacing, the Contractor shall diligently pursue repairs by any method approved by the Engineer. The Contractor shall not be relieved from maintenance until repairs have been completed. 37-3.03D Payment
The contract price paid per square yard for Microsurfacing (Type II) shall include full compensation for providing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing microsurfacing, complete in place, including calibration, the test strip and cleaning the existing surface as needed, as shown on the plans, as specified in Section 37, "Bituminous Seals" of these Technical Specifications, and as directed by the Engineer.

No payment shall be made for any area requiring re- application of microsurfacing. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

Page 628 of 1219 ends

44 39 ASPHALT CONCRETE

Add to section 39-2.01A:

Asphalt concrete pavement shall be Hot Mix Asphalt (Type A) and conform to the applicable provisions i n Section 71, “Streets” of the City of Roseville’s Construction Standards and Section 39 of the State Standard Specifications.

In addition to the requirements specified in this section of the State Standard Specifications, the following shall apply: The cost for grading and compaction of existing aggregate base material, where shown on the plans, profiles, and cross sections, shall be included within the price paid for placement of Hot Mix Asphalt (Type A).

Replace Reserved in section 39-2.02B(3):

The grade of asphalt binder for Type A HMA must be Type PG-64-10 or Type PG 64-16.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^^

DIVISION VI STRUCTURES

51 CONCRETE STRUCTURES

Add to the list in the 2nd paragraph of section 51-1.01A:

8. Drainage inlets
Add to section 51-1.01A:

The concrete at stamped concrete median must be int egrally pigmented colored concrete. The color must match color no. Davis Style Tile Red #1117, or Scofield Systems Chromix Quarry Red, or as approved equal.

Add to the list in the 6th paragraph of section 51-1.01A:

7. Drainage inlets

Add to section 51-1.01A:

Drop inlet (Type C) must comply with City of Roseville Design Standards DR-1, DR-9, and DR-20, and section 101 of City of Roseville Construction Standards.

Iron and steel items used for inlet metal plate cover, frame and grate must comply with section 75-2.

Replace section 51-7.01A with:
51-7.01A GENERAL
Section 51-7 includes specifications for constructing minor structures.

Minor structures include:

1. Pipe culvert headwalls and endwalls for a pipe with a diameter less than 5 feet

2. Drainage inlet per City of Roseville Standards

Page 629 of 1219 ends

45 3. Other structures described as minor structure

Replace section 51-7.01D with:

The price per each shall include all work and materials necessary to furnish and install inlets and manholes as detailed in the Specifications, Plans, and as directed by the Engineer. The price shall be full compensation for installing inlets and manholes, complete in place, including all excavation, backfill, metal frames, covers, frames, grates, and any other miscellaneous metal.

The PER EACH price for “Drain Inlet (Type C)” shall be full compensation for all labor, equipment, tools, and incidentals to complete each item.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

52 REINFORCEMENT

Add to section 52-1.04:

Payment for steel reinforcement used for various types of drainage inlets is included in the payment for various types of drainage inlets involved.

Payment for steel reinforcement used for drainage manhole is included in the payment for drainage manhole.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^^

70 MISCELLANEOUS DRAINAGE FACILITIES

Add to section 70-1.01A:

Miscellaneous drainage facilities include storm drain manhole. Storm drain manhole must comply with City of Roseville Standard Detail DR-4 and section 101 of City of Roseville Construction Standards.

Steel reinforcement for drainage manhole must comply with section 52.

Add to section 70-1.04:

Payment for connecting drainage pipes to storm drain manhole is included in the payment for storm drai n manhole.

Add to section 70-5.05A:

Drainage inlet markers for City of Roseville drop inlet (type C) must comply with City of Roseville Standard Detail DR-20 and section 101 of City of Roseville Construction Standards.

Add to section 70-5.05A:

Drainage inlet markers for City of Roseville drop inlet (type C) must comply with City of Roseville Standard Detail DR-20 and section 101 of City of Roseville Construction Standards.

Replace Not Used in section 70-5.05D with:

Payment for drainage inlet marker is included in the payment for type of drainage/drop inlet involved.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

Page 630 of 1219 ends

46 DIVISION VIII MISCELLANEOUS CONSTRUCTION

73 CONCRETE CURBS AND SIDEWALKS

Add to section 73-1.02A:

Concrete must be minor concrete complying with section 90-2 and may contain returned plastic concrete complying with section 90-9.

Replace Not Used in section 73-2.04 with:

Payment for the Concrete Slurry Wall is included in the bid item of “Minor Concrete (Type 2 Barrier Curb)”.

Payment for the bus stop shelter pad are included in the bid item of “Minor Concrete (Sidewalk)”.

Add to section 73-3.03A:

The sidewalk shall be built in compliance with City Standard 6” of PCC over native soil.

Add to section 73-3.01C:

Within 2 business days of completing the surveys, s ubmit preconstruction and post-construction surveys sealed and signed by one of the following:

1. Land surveyor licensed in the State

2. Engineer who is registered as a civil engineer i n the State

Replace Reserved in section 73-3.01D(3) with:

For locations shown, perform a preconstruction survey to ensure forms and job site constraints will allow for compliance with required design dimensions and slopes shown. Upon completing the work, perform a post-construction survey to verify design dimensions and slopes requirements are met. The post- construction survey must include a minimum of 3 measurements for each dimension and slope requirement shown. Individual measurements must be equally distributed across the specified slope or dimensional surface. Document and submit these meas urements on the Americans with Disabilities Act Compliance Inspection Report form for the facility type shown. Include the equipment and control used to conduct the survey.

Add to the beginning of section 73-3.03:

Before placing concrete, verify that forms and job site constraints allow the required dimensioning an d slopes shown. Immediately notify the Engineer if you encounter job site conditions that will not accommodate the design details. Ordered modifications are change order work.

Replace Not Used in section 73-3.04 with:

All associated elements such as landings, transitions to adjacent surfaces, detectable warning surfaces and retaining curbs are included in the payment for Minor Concrete (Curb Ramp). Curb and gutter is pai d for as Minor Concrete (Type 2 Curb and Gutter).

Measurement shall include all associated elements such as detectable warning surfaces, grading, saw cutting, and transitions to adjacent surfaces.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

Page 631 of 1219 ends

47 75 MISCELLANEOUS METAL

Add to section 75-2.01:

Miscellaneous iron and steel includes drainage inlet metal plate cover, frame and grate, and manhole frame and cover.

Drainage frame and grate for Drop Inlet (Type C) must comply with City of Roseville Standard Detail DR-9 and section 101 of City of Roseville Construction Standards.

Drainage manhole frame and cover for Drainage Manho le must comply with City of Roseville Detail DR-6 and section 101 of City of Roseville Construction Standards.

Replace section 75-2.04 with:

Payments for metal plate cover, frame and grate, and manhole frame and cover are included in the payments for various types of drainage inlets, manholes, and miscellaneous drainage facilities including area drains.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION IX TRAFFIC CONTROL DEVICES

81 MISCELLANEOUS TRAFFIC CONTROL DEVICES

Replace section 81-3.04 with:

Payment for pavement markers is included in the pay ment for Thermoplastic Traffic Stripe.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

82 SIGNS AND MARKERS

Add to section 82-1.01A:

Signs must be constructed in accordance with the section 56 of City of Roseville Construction Standards.

Replace Reserved in section 82-3.01C with:

Submit shop drawings for the non-standard roadside signs. The shop drawing must include:

1. Sign panel, with letters and symbols, for each sign type.

2. Color

3. Material

Add to section 82-3.02A:

Roadside sign must comply with section 56-2.02 of City of Roseville Construction Standards.

Replace paragraphs of section 82-3.02B with:

Metal posts must comply with City of Roseville Standard Drawing TS-17A and must conform to section 56-2.02A of City of Roseville Construction Standards.

Page 632 of 1219 ends

48 Replace paragraphs of section 82-3.02C with:

Not Used

Replace paragraphs of section 82-3.02D with:

Not Used

Replace paragraphs of section 82-3.02E with:

Sign panel fastening hardware must comply with section 56-2.02D of City of Roseville Construction Standards.

Replace paragraphs of section 82-3.03A with:

Sign panel installation must comply with section 56-2.04 of City of Roseville Construction Standards.

Replace paragraphs of section 82-3.03B with:

Not Used

Replace paragraphs of section 82-3.04 with:

Payment for furnishing sign panels is included in the payment for roadside sign.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

84 MARKINGS

Replace Reserved in section 84-2.02H with:

Contractor shall remove all existing striping and pavement markers as shown on the plans.

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 the project.

Unless otherwise noted on the plans, the Contractor shall replace all pavement delineation on the same alignment and location.

The Contractor shall install temporary pavement str iping and markings as necessary during construction .

All temporary pavement striping and marking shall be refreshed as needed or when directed by the Engineer, at the Contractor's expense, until permanent pavement striping and marking is installed.

Add to Section 84-2.03A
After micro-surfacing or overlaying the roadway, and before the roadway is opened for use by the publi c, the Contractor shall place temporary pavement delineation.

Permanent pavement delineation shall be installed no earlier than 7 calendar days and no later than 14 calendar days after the micro-surfacing.

Add to section 84-2.03C(3):

All striping or pavement markings damaged during construction must be repaired at the contractors expense. Repairs must consist of complete replaceme nt of striping or markings as directed by the Engineer.

Page 633 of 1219 ends

49 Add to section 84-2.04:

Payment per square foot for Thermoplastic Pavement Markings, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing thermoplastic pavement markings, as shown o n the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Payment per linear foot for Thermoplastic Traffic Stripe, no matter the type, color or width, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing thermoplastic traffic stripe, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.

Add to section 84-10:

84-10 Green Traffic Stripe
84-10.01 General
The green traffic stripe shall be thermoplastic, and the color shall comply with FHWA green color guidelines for bike lane.
84-10.2 Measurement and Payment
The contract price paid per linear foot for green traffic stripe is paid for under Thermoplastic Traffic Stripe and shall be considered full compensation for meeting all the provisions of this section, furnishing all labor, materials and equipment necessary to complet e the work, as shown on the plans and specified herein. No additional compensation will be made therefor.

Replace Reserved in section 84-9.03C with:

Residue from the removal of painted or thermoplastic traffic stripes and pavement markings contains le ad from the paint or thermoplastic. The average lead concentrations are less than 1,000 mg/kg total lead and 5 mg/L soluble lead. This residue:

1. Is a nonhazardous waste

2. Does not contain heavy metals in concentrations exceeding the thresholds established by the Health and Safety Code and 22 CA Code of Regs

3. Is not regulated under the Federal Resource Cons ervation and Recovery Act (RCRA), 42 USC § 6901 et seq.

Management of this material exposes workers to heal th hazards that must be addressed in your lead compliance plan.

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION X ELECTRICAL WORK

86–88 RESERVED

Replace Sections 86 and 87 of RSS with:

All signal, lighting, and electrical systems work must conform to the latest editions of the City of Roseville Design and Construction Standards (including the latest amendments), Roseville Electric's Specificatio ns For Commercial Construction, and Standard Construct ion Specifications.

Page 634 of 1219 ends

50 Add to end of Table 6-1: Traffic Signal Standards, Posts and Mast Arms in Section 86 of City of Roseville Construction Standards:

STANDARD/POST MAST ARM LUMINAIRE ARM
CUSTOM 70-80 foot 15 foot

Replace Not Used in section 86-1.04 of RSS with:

Payment for street lights, Roseville Electric pull boxes, controllers and pulling new conduit and wire for street lighting are included in the payment for "Relocate Street Light".

^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^^

Page 635 of 1219 ends

APPENDICES

Page 636 of 1219 ends

Appendix A:

Progress Payment Forms

Page 637 of 1219 ends

MONTHLY PROJECT PAYMENT

ESTIMATE SUMMARY
Payment Estimate No:

Department of Public Works
311 Vernon Street Work Performed Through:

Roseville, CA 95678
Contractor: Project:

Address: Acct.No:

Contract Summary
Original Contract Amount: (1)
Approved Change Orders through #: (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: (0%)
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: 09/17

PERIOD AMOUNT

CURRENT PAY PREVIOUS TO DATE

AMOUNTAMOUNT

Page 638 of 1219 ends

FORM CC 2 REV: 09/17
Project: PROJECT PAYMENT ESTIMATE
Acct#: Payment Estimate No:

Department of Public Works
311 Vernon Street Contrac:

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 -$ -$ 0 -$ 0% -$ 0% -$ -$ -$ 0 -$ 0% -$ 0% -$ -$ -$ 0 -$ 0% -$ 0% -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ 0 -$ 0 -$ 0 -$ -$ -$ -$ -$ -$ TOTALS:

Previous EstimatesThis Estimate Work Completed Work Remaining

Page 639 of 1219 ends

FORM CC 3 REV: 09/17
Project: QUANTITY ADJUSTMENT FORM
Acct.No: Payment Estimate No:

Department of Public Works
311 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:

P 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
-$ -$ 0 -$
-$ -$ 0 -$
-$ -$ 0 -$
-$ -$ 0 -$
-$ -$ 0 -$
-$ -$ 0 -$
-$ -$ 0 -$
-$ -$ -$
Contractor Signature Date Resident Engineer Signature Date Totals
Previous EstimatesThis Estimate
Contract Quantity Adjustments
To-Date Totals

Page 640 of 1219 ends

From CC4 REV; 9/17

CONDITIONAL WAIVER AND

RELEASE ON FINAL PAYMENT
From: Date:

Name of Contractor/Claimant
Payment Request No:

Address Acct.No:

Project Name:

To/Owner: CITY OF ROSEVILLE
Department of Public Works
Engineering Division
311 Vernon Street
Roseville, CA 95678
Maker of Check:

Amount of Check:

Check Payable To:

Claimant Signature Print Name:

Claimant Title Date:

Signature
NOTICE: THIS DOCUMENT WAIVES THE CLAIMANT'S LIEN, STOP PAYMENT NOTICE, AND PAYMENT BOND RIGHTS EFFECTIVE ON RECEIPT OF PAYMENT. A PERSON SHOULD NOT RELY ON THIS DOCUMENT UNLESS SATISFIED THAT THE CLAIMANT HAS RECEIVED PAYMENT.

This document waives and releases lien, stop payment notice, and payment bond rights the claimant has for labor and service provided, and equipment and material delivered, to the customer on this job. Rights based upon labor or service provided, or equipment or material delivered, pursuant to a written change order that has been fully executed by the parties prior to the date that this document is signed by the claimant, are waived and released by this document, unless listed as an Exception below This document is effective only on the claimant's receipt of payment from the financial institution on which the following check is drawn:

Conditional Waiver and Release
Exceptions

Page 641 of 1219 ends

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
Form CC 5 REV: 09/17
$ -
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:

Page 642 of 1219 ends

Appendix B:

Red Flash Approval Form

Page 643 of 1219 ends

TS-21
Rev. 08/20

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:

L O C A T I O N :

PROJECT ACCOUNT
NUMBER:

D A TE
:

TIME/DURATION:

RED FLASH APPROVED:

1. Contractor shall submit the completed Intersection Red Flash Approval Form to the City Inspector and to [email protected] 72 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-5p
m) 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 fl ash. 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 plac e "Stop Ahead" C-W17 and "Stop" R-1 signs to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdown. Tempor ary "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 plac ed. Typical sign placement s hould be between the left turn and through lanes. Additional "Stop" signs should be placed on t he shoulder. No "Stop" signs shall be placed in a manner that blocks bike lanes.

4. "Stop Ahead" and "Stop" signs s hall be in place in each direction immediat ely 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.

R E Q

U E S T O R
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 cop y at job site. (916) 746-1300 • (916) 746-1339 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/engineering B:\CommunityDevelopment\Engineering\PW-TRAFFIC\Red Flash Letters\ Red Flash Form_rev 08-20.pdf
Public Works
Engineering
311 Vernon Street
Roseville, California 95678-2649

Page 644 of 1219 ends

Appendix C:

Mitigation Monitoring and Reporting Program

Page 645 of 1219 ends

CEQA Mitigation Monitoring and
Reporting Program
for the
City of Roseville
Roseville Parkway Widening Project

August 2024

Page 646 of 1219 ends

Roseville Parkway Widening Project 1 August 2024
ICF 103175

Roseville Parkway Widening Project

MITIGATION MONITORING AND REPORTING PROGRAM
Introduction
Public Resources Code section 21081.6 and section 15097 of the California Environmental Quality Act (CEQA) Guidelines require public agencies to adopt a monitoring or reporting program for projects approved under CEQA that require implementation of mitigation measures as part of project approval.

The following is the Mitigation Monitoring and Reporting Program (MMRP) for the Roseville Parkway Widening Project (proposed project). The intent of the MMRP is to aid the City of Roseville with implementation and monitoring of mitigation measures adopted as part of the Roseville Parkway Widening Project Final Initial Study/Mitigated Negative Declaration (IS/MND).

The following mitigation measures are from the Roseville Parkway Widening Project Final IS/MND and are the responsibility of the City to implement. The MMRP describes the actions that must take place to implement each mitigation measure, the timing of those actions, and the entities responsible for implementing and monitoring the actions.

MMRP Components
The components of the attached table, which contains applicable mitigation measures, are addressed briefly, below.

Impact: This column summarizes the impact identified in the Final IS/MND.

Mitigation Measure: All mitigation measures identified in the Roseville Parkway Widening Project Draft IS/MND are presented.

Action(s): For every mitigation measure, one or more actions are described. The actions delineate the means by which the mitigation measures will be implemented, and, in some instances, the criteria for determining whether a measure has been successfully implemented.

Where mitigation measures are particularly detailed, the action may refer back to the measure for specifics.

Implementing Party: This item identifies the entity that will undertake the required action.

Timing: Implementation of the action must occur prior to or during some part of project approval, project design or construction or on an ongoing basis. The timing for each measure is identified.

Page 647 of 1219 ends

City of Roseville

CEQA Mitigation Monitoring and Reporting Program

Roseville Parkway Widening
Project 2 August 2024
ICF 103175

Monitoring Party: The City of Roseville Development Services Department, in coordination with the Public Works Department, is primarily responsible for ensuring that mitigation measures are successfully implemented. Within the City of Roseville, a number of departments and divisions could have responsibility for monitoring some aspects of the overall project. Other agencies may also be responsible for monitoring the implementation of mitigation measures. As a result, more than one monitoring party may be identified.

Page 648 of 1219 ends

City of Roseville

CEQA Mitigation Monitoring and Reporting Program

Roseville Parkway Widening
Project 3 August 2024
ICF 103175

Roseville Parkway Extension Project, Mitigation Monitoring and Reporting Program Impact Mitigation Measures Action(s) Implementing Party Timing Monitoring Party Biological Resources
Have a substantial adverse effect,
either directly or through habitat
modifications, on species
identified as a candidate,
sensitive, or special-status
species in local or regional plans,
policies, or regulations, or by the
California Department of Fish and
Wildlife or U.S. Fish and Wildlife
Service.

Mitigation Measure BIO-1: Construct the Project During the Nonbreeding Season or Conduct Preconstruction Surveys for Nesting Migratory Birds and Raptors
To the extent feasible, the City will remove trees and large shrubs during the nonbreeding season for migratory birds and raptors (generally between September 1 and February 28). If construction activities (including vegetation removal) cannot be confined to the nonbreeding season, the City will retain a qualified wildlife biologist with knowledge of the relevant species to conduct nesting surveys before the start of construction. The migratory bird and raptor nesting surveys will include a minimum of two separate surveys to look for active migratory bird and raptor nests. Surveys will include a search of all vegetation that provides suitable nesting habitat in the construction area. In addition, a 500-foot area in open space areas within the construction zone will be surveyed for raptors (including burrowing owl). For survey areas outside the project site, the biologist will walk areas where property access is authorized. For portions of the survey area without property access, the biologist will scan vegetation using binoculars from the project site or from the public road. One survey should be conducted no more than 14 days prior to construction and the second survey should be conducted within 48 hours of the start of construction or vegetation removal. If no active nests are detected during these surveys, no protective measures are required.

If an active nest is found in the survey area, a no-disturbance buffer will be established around the nest site to avoid disturbance or destruction of the nest until the end of the breeding season (August 31) or after a qualified wildlife biologist determines that the young have fledged and moved out of the nesting substrate (this date varies by species). The extent of these buffers will be determined by the biologist and will depend on the level of construction disturbance, line of sight between the nest and the disturbance, ambient levels of noise and other disturbances, and other topographical or artificial barriers. Suitable buffer distances may vary between species but will be established a minimum of 50 feet from active construction for passerine species and up to 500 feet for non-listed raptor species. A minimum buffer of 1,000 feet will be established for an active Swainson’s hawk nest. If site-specific conditions or the nature of the activity (e.g., steep topography, dense vegetation, or minimal construction activities) indicate that a smaller buffer could be used, the City will coordinate with CDFW to determine the appropriate buffer size.

Conduct vegetation removal
during the non-breeding season
and/or conduct preconstruction
surveys for nesting migratory
birds and raptors and protect
active nests in consultation with
CDFW.

Contractor and City
of Roseville
Development
Services
Department
Conduct vegetation
removal during the
non-breading season
(between September
1 and February 28) or
conduct nesting
surveys to determine
allowable
construction work
windows.

City of Roseville
Development
Services
Department
Mitigation Measure BIO-2: Conduct Preconstruction Surveys for Roosting Bats and Implement Protection Measures To obtain the highest likelihood of detection, the following preconstruction bat surveys will be conducted within and adjacent to the construction area for each construction season. If the surveys determine that bats are roosting in the construction area, the City will implement the protective measures described below.

Conduct Preconstruction Tree Surveys
Prior to tree removal or pruning, qualified biologists will examine trees to be removed or pruned for suitable bat roosting habitat. High-value habitat features (e.g., large tree cavities, basal hollows, loose or peeling bark, and larger snags,) will be identified, and the area around these features will be searched for bats and bat sign (e.g., guano, culled insect parts, and staining). All mature broadleaf trees should be considered potential habitat for solitary foliage-roosting bat species.

If bat sign is detected, biologists will conduct evening visual emergence survey of the source habitat feature, from a half hour before sunset to 1–2 hours after sunset for a minimum of 2 nights during the season that construction would be taking place. Night-vision goggles and/or full- spectrum acoustic detectors will be used during emergence surveys to assist in species identification. All emergence surveys will be conducted during favorable weather conditions (calm nights with temperatures conducive to bat activity and no precipitation predicted).

Survey methodology may be supplemented as new research identifies advanced survey techniques and equipment that would aid in bat detections.

Identify Protective Measures for Bats Using Trees
If it is determined that bats are using trees within or adjacent to the construction area as roost sites, the City (or its designated contractor) will coordinate with CDFW to identify protective measures to avoid and minimize impacts on roosting bats based on the type of roost and timing of activities. These measures could include the following. • If feasible, tree removal and pruning of trees containing an active roost will be avoided between April 1 and September 15 (the maternity period) to avoid impacts on reproductively active females and dependent young. • If a maternity roost is located, whether solitary or colonial, that roost will remain undisturbed until September 15 or until a qualified biologist has determined that the roost is no longer active.

Conduct preconstruction tree
surveys, identify protective
measures to avoid and
minimize impacts on roosting
bats, conduct preconstruction
surveys of culverts and
implement protective measures.

Contractor and City
of Roseville
Development
Services
Department
Prior to construction City of Roseville
Development
Services
Department

Page 649 of 1219 ends

City of Roseville

CEQA Mitigation Monitoring and Reporting Program

Roseville Parkway Widening
Project 4 August 2024
ICF 103175

Roseville Parkway Extension Project, Mitigation Monitoring and Reporting Program Impact Mitigation Measures Action(s) Implementing Party Timing Monitoring Party • If avoidance of nonmaternity roost trees is not possible, tree removal or pruning will be monitored by a qualified biologist. Prior to removal or pruning, the tree will be gently shaken, and several minutes should pass before felling trees or pruning limbs to allow bats time to arouse and leave the tree. The tree then will be removed in pieces, rather than felling the entire tree. The biologists will search downed vegetation for dead and injured bats. The presence of dead or injured bats that are species of special concern will be reported to CDFW.

Conduct Preconstruction Surveys of Culverts
Prior to any work to replace, extend, or remove culverts, a qualified biologist will inspect box and pipe culverts for the presence of roosting bats. The biologist will conduct a daytime inspection/survey of box culverts for bat sign or occupancy to determine whether the structure is being used as a roost. The biologist conducting daytime surveys will listen for audible bat calls and will use the naked eye, binoculars, telescoping inspection mirror, and a high-powered spotlight to inspect culverts, and mud nests if present, for bats.

Surfaces and the ground around the culvert will be surveyed for bat sign, such as guano, staining, and prey remains. Pipe culverts will be inspected from the exterior using the methods listed. If no suitable features are found, and no bats or bat sign are present, then a preconstruction survey within 24 hours prior to construction will be conducted. If suitable features are found, and bats or bat sign are present, additional surveys may be conducted to determine how the culvert is used by bats (i.e., whether it is used as a night roost, maternity roost, migration stopover, or for hibernation).

Implement Protective Measures for Bats Using Culverts
To avoid disturbance, injury, or mortality of bats utilizing culverts for roosting, the City (or its contractor) will conduct all work on these structures during the day (to the extent possible and where appropriate). If this is not possible, portable lights will be used to illuminate the roosting areas prior to and after sunset to deter bats from roosting during nights when work will occur.

Tribal Cultural Resources
Cause a substantial adverse
change in the significance of a
tribal cultural resource that is
determined by the lead agency to
be significant pursuant to criteria
set forth in subdivision (c) of
Public Resources Code Section
5024.1? In applying the criteria,
the lead agency shall consider the
significance of the resource to a
California Native American tribe.

Mitigation Measure TRC-1: Implement Measures to Protect Previously Unidentified Tribal Cultural Resources If any suspected tribal cultural resources are discovered during ground-disturbing construction activities, all work shall cease within 100 feet of the find, or an agreed upon distance based on the project area and nature of the find. A Tribal Representative from a California Native American tribe that is traditionally and culturally affiliated with a geographic area shall be immediately notified and shall determine if the find is a tribal cultural resource (Public Resources Code Section 21074). The Tribal Representative will make recommendations for further evaluation and treatment as necessary.

When avoidance is infeasible, preservation in place is the preferred option, and every effort will be made to preserve the resource(s) in place, including through project redesign, if feasible. Culturally appropriate treatment may be, but is not limited to, processing materials for reburial, minimizing handling of cultural objects, leaving objects in place within the landscape, or returning objects to a location within the project area where they will not be subject to future impacts. Permanent curation of tribal cultural resources will not take place unless approved in writing by the California Native American tribe that is traditionally and culturally affiliated with the project area.

The contractor shall implement any measures deemed by the City to be necessary and feasible to preserve in place, avoid, or minimize impacts on the resource, including, but not limited to, facilitating the appropriate tribal treatment of the find, as necessary. Treatment that preserves or restores the cultural character and integrity of a tribal cultural resource may include tribal monitoring, culturally appropriate recovery of cultural objects, and reburial of cultural objects or cultural soil.

Work at the discovery location will not resume until all necessary investigation and evaluation of the discovery under the requirements of the CEQA, including AB 52, have been satisfied.

Stop work if potential tribal
cultural resources are
encountered during ground-
disturbing activities and have a
qualified archaeologist, in
consultation with culturally
affiliated tribes, evaluate the
find and develop a response
plan.

Contractor, Qualified
Archaeologist, and
City of Roseville
Development
Services
Department
During construction Contractor, City of
Roseville
Development
Services
Department

Page 650 of 1219 ends

VILLEPARKWAYROSE
ROSE
GALLERIA BLVD.

HIGHWAY 65
GALLERIA BLVD.

EKA RD.EUR
EASTU.P.R.R.U.P.R.R.CREEKSIDERIDGE DR.PLEASANTBLVD.GROVE

RESERVE DRIVE
ROSEVILLE PARKWAY WIDENINGPROJECT PHASE LOCATION 0APPROJECT LOCATION

Page 651 of 1219 ends

City Council
Communication
Meeting Date: 2/18/2026
Item #: VI.5
File #: 0721 & 0201-01
Item ID: 2025-992

Title: Microtransit Vehicles Purchase - Budget Adjustment Contact: Zachary Presley 916-774-5365 [email protected]

SUMMARY
Staff recommends approval of a budget adjustment in the amount of $118,024 to align project funding to available grant and local match funding for the procurement of Ford E-Transit 350 vans. Roseville Transit is currently purchasing twelve (12) Ford E-Transit 350 vans through the CA State (CalACT #20-01) procurement. There are two existing City projects with grant funds secured for this procurement. This budget adjustment will increase the available funding within the Microtransit Vehicle and Charger Purchase project for an additional federal grant that was received for this procurement. Federal funds in the amount of $98,353 are being applied, along with an additional Local Transportation Fund grant match of $19,671.

These funds will increase the total project budget by $118,024 to a total project budget of $818,024. The additional funding will go towards aftermarket add-ons including radios and monitoring cameras. There is no impact to the General Fund.

RECOMMENDATION
Staff recommends that City Council adopt an ordinance to approve a budget adjustment in the amount of $118,024 to align project funding to available grant and local match funding for the procurement of Ford E- Transit 350 vans.

BACKGROUND
Roseville Transit is currently purchasing twelve (12) Ford E-Transit 350 vans through the CA State (CalACT #20-01) procurement. There are two existing City projects with grant funds secured for this procurement. This budget adjustment will increase the available funding within Microtransit Vehicle and Charger Purchase project for an additional federal grant that was received for this procurement. Federal Transit Administration's (FTA) Section 5339 Bus and Bus Facilities Formula Program funds in the amount of $98,353 are being applied, along with an additional local match of $19,671. These funds will increase the total project budget by $118,024 to a total project budget of $818,024. The additional funding will go towards aftermarket add-ons including radios and monitoring cameras.

FISCAL IMPACT
This budget adjustment will be funded with the FTA grant and Local Transportation Funds. There is no impact to the General Fund.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378.

Approval of a budget adjustment meets the above criteria and is not subject to CEQA. No additional environmental review is required.

Page 652 of 1219 ends

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world

4. Invest in well-planned infrastructure and growth

6. Deliver exceptional City services

Respectfully Submitted,
Zachary Presley, Assistant Transportation Planner

Jason Shykowski, Public Works Director

ATTACHMENTS:

1. Ordinance 7041

2. FTA Award

REVIEWERS:

Zachary Presley, Public Works Department - Transportation Created/Initiated - 1/15/2026 Ed Scofield, Public Works Department - Transportation Approved - 1/21/2026 Jason Shykowski, Public Works Department - All Approved - 1/28/2026 Kelly Aye, City Attorney Department Approved - 1/30/2026 Katrina Six, City Clerk Department Approved - 2/2/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 2/3/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 2/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 2/4/2026 Dominick Casey, City Manager Department - City Manager Approved - 2/5/2026 Katrina Six, City Clerk Department Final Approval - 2/5/2026

Page 653 of 1219 ends

ORDINANCE NO. 7041

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2025-26

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE

THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2025-26, is hereby amended as listed on the attached budget adjustment for the Microtransit Vehicles Purchase project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 2026, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

Page 654 of 1219 ends

REQUEST FOR BUDGET ADJUSTMENT
Updated 07/03/2025

Please complete the cells highlighted in yellow.

REQUESTER NAME & TITLE: FISCAL YEAR:

PREPARER NAME & TITLE: ORDINANCE:

DEPARTMENT/DIVISION:

EXPENDITURES/EXPENSES/TRANSFERS OUT
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
6511 6552 84001 500261 118,024 Increase Capital Outlay - Vehicles project budget to match grant funding

EXPENDITURES/EXPENSES/TRANSFERS OUT TOTAL 118,024

REVENUES/TRANSFERS IN
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
6511 4401 84001 500261 98,353 Increase Federal Funds revenue budget to match grant funding
6511 4425 84001 500261 19,671 Increase Local Transportation Funds revenue budget to match grant funding

REVENUES/TRANSFERS IN TOTAL 118,024

NET ADJUSTMENT -

FUND BALANCE
ACCOUNT STRING BUDGET ($)
Fund Account Center Project Adjustment DESCRIPTION
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000
3601 00000 000000

FUND BALANCE TOTAL -

Justification for Budget Adjustment:

The Public Works Department is requesting this budget adjustment to increase the budget for the Microtransit Vehicle and Charger Purchase project (500261) in the Transit Fund (6511). The department identified additional need in the project and elected to apply for available federal funding. This adjustment reflects the additional Federal funds awarded by the Department of Transportation and the required match from the City.

The current project budget is $700,000. With this adjustment, the revised project budget will total $818,024. 2025-26
Ed Scofield, Alternative Transportation Manager
Kimberly Goulet, Acting Transportation Grants Analyst
Public Works / Alternative Transportation

Page 655 of 1219 ends

DOT FTA
U.S. Department of Transportation Federal Transit Administration

Award

Federal Award Identification Number (FAIN) CA-2022-161
Award with Amendment Number CA-2022-161-01
Temporary Application Number 5728-2022-2
Award Name Roseville Transit Microtransit Van Purchase
Award Status Active / Budget Revision In-Progress
Budget Revisions 0

Period of Performance Start Date 9/2/2022
Original Period of Performance End Date 12/31/2023
Current Period of Performance End Date 12/31/2024 Revision #: 1 Approved?: Yes

Part 1: Recipient Information
Name: ROSEVILLE, CITY OF
Recipient ID Recipient OST Type Recipient Alias UEI DUNS 5728 City Roseville, City Of W49TKZLUYCJ3 076119643

Location Type Address City State Zip
Physical Address 311 VERNON ST ROSEVILLE CA 95678
Mailing Address 311 VERNON ST ROSEVILLE CA 95678

Union Information
Union Name CITY OF ROSEVILLE MGMENT/CONFIDENTIAL
Address 1 311 Vernon St.

Address 2
City Roseville
State CA

Page 656 of 1219 ends

Zipcode 95678
Contact Name Stacey Peterson
Telephone (916) 774-5374
Fax
E-mail [email protected]
Website

Part 2: Award Information
Title: Roseville Transit Microtransit Van Purchase
Award with
Amendment
Number
Award Status Award
Type
Award
Cost
Center
Date
Created
Last
Updated
Date
From
TEAM?
CA-2022-161-01
Active / Budget
Revision In-
Progress
Grant Region 9 8/8/2023 8/8/2023 No

Award Executive Summary
Amendment #1 - August 2024
The purpose of amendment #1 is to add FY21 Section 5339 funds apportioned to the Sacramento UZA #060390 to this grant as follows:

Section 5339, FFY21 Sacramento (UZA #060390): $98,353
Local Funds, (Local Transportation Funds): $19,671
Total Amendment #1 Funding: $118,024

Overall Grant Funding with Amendment #1:

Section 5339, FFY21 Sacramento (UZA #060390): $98,353
Section 5539, FFY20 Sacramento (UZA #060390): $560,000
Local Funds, (Local Transportation Funds): $159,671
Total Eligible Project Cost: $818,024

The funding will be used to cover cost increases for the vehicles. ---------------------
Original Grant
This application is to request FY20 Section 5339 funds apportioned to the Sacramento UZA 060390 in the amount of $560,000.

Purpose:

The purpose of this award is to provide funding for the purchase of up to four (4) zero-emission electric transit vans and one 60 kWh DC Fast Charger to charge the vans as part of Roseville Transit' s Microtransit program.

Activities to be Performed:
4 transit vans and one 60 kWh DC Fast Charger will be purchased as part of Roseville Transit' s Microtransit program. The DC Fast Charger will be installed at the City's electric depot charging facility currently being constructed at 2081 Hilltop Circle in Roseville.

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Expected outcomes:

The van and charger purchases will help ensure the Microtransit project is successful.

Intended beneficiaries:

Those living within the Microtransit service area.

Subrecipients:

None
Frequency of Milestone Progress Reports (MPR)
Annual
Frequency of Federal Financial Reports (FFR)
Annual
Does this application include funds for research and/or development activities? This award does not include research and development activities.

Pre-Award Authority
This award is using Pre-Award Authority.

Does this application include suballocation funds?
Recipient organization is suballocated these apportioned funds and can apply for and receive these funds directly.

Will this Grant be using Lapsing Funds?
Yes, this Grant will use Lapsing Funds.

Will indirect costs be applied to this application?
This award does not include an indirect cost rate.

Indirect Rate Details: N/A
Requires E.O. 12372 Review
No, this application does not require E.O. 12372 Review.

Delinquent Federal Debt
No, my organization does not have delinquent federal debt.

Award Description
Purpose
The purpose of this award is to provide funding for the purchase of up to four (4) zero-emission electric transit vans and one 60 kWh DC Fast Charger to charge the vans as part of Roseville Transit' s Microtransit program.

Activities to be performed:

Up to 4 transit vans and one 60 kWh DC Fast Charger will be purchased as part of Roseville Transit' s Microtransit program. The DC Fast Charger will be installed at the City's electric depot charging facility currently being constructed at 2081 Hilltop Circle in Roseville.

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Expected outcomes:

The van and charger purchases will help ensure the Microtransit project is successful.

Intended beneficiaries:

Those living within the Microtransit service area.

Subrecipient Activities:

None.

Award Point of Contact Information
First
Name Last Name Title E-mail Address Phone
[email protected] General Engineer
Ed Scofield Alternative Transportation
Manager [email protected] (916) 774-
5449

Award Budget Control Totals
Funding Source Section of Statute CFDA Number Amount
5339 – Buses and Bus Facilities Formula 5339-1 20526 $658,353 Local $159,671
Local/In-Kind $0
State $0
State/In-Kind $0
Other Federal $0
Transportation Development Credit $0
Adjustment $0
Total Eligible Cost $818,024

Award Budget
Project
Number Budget Item FTA
Amount
Non-FTA
Amount
Total
Eligible
Amount
Quantity
CA-2022-161-
01-01
111-
00 (111-
A1)
BUS - ROLLING STOCK $560,000.00 $140,000.00 $700,000.00 4 CA-2022-161-
01-01

11.13.15 BUY VAN

FOR SVC

EXPANSION
$560,000.00 $140,000.00 $700,000.00 4

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CA-2022-161-
02-01
111-
00 (111-
A2)
BUS - ROLLING STOCK $98,353.00 $19,671.00 $118,024.00 4 CA-2022-161-
02-01

11.13.04 BUY VAN

FOR SVC

EXPANSION
$98,353.00 $19,671.00 $118,024.00 4

Discretionary Allocations
This application does not contain discretionary allocations.

Sources of Federal Financial Assistance
PO
Number
Project
Number
Scope
Name
Scope
Number
Scope
Suffix
UZA
Code
Area
Name
Account
Class
Code
FPC Description Amendment
Amount
Cumulative
Amount
CA-34-0
273
CA-2022-
161-01-0
1 BUS - R
OLLING
STOCK
111-00 (
111) A1 0603
90 Sacra
mento,
CA
2020.25.3

4.BF.2 00 Bus Form - F
ormula Alloc $0 $560,000
CA-34-0
273
CA-2022-
161-02-0
1 BUS - R
OLLING
STOCK
111-00 (
111) A2 0603
90 Sacra
mento,
CA
2021.25.3

4.BF.2 00 Bus Form - F
ormula Alloc $98,353 $98,353

Part 3: Project Information
Project Title: Roseville Transit Microtransit Van Purchase Project Number Temporary Project Number Date Created Start Date End Date CA-2022-161-01-01 5728-2022-2-P1 8/8/2023 8/31/2022 9/30/2023

Project Description
Amendment #1 does not change Project 1.

This application is to purchase four zero-emission electric transit vans and one 60 kWh DC Fast Charger to charge the vans as part of Roseville Transit's Microtransit pilot program. Total cost of the project is $700,000. The funding is broken down as follows:

1. FTA FY2020 5339 Funds: $560,000

2. Local Transportation Funds: $140,000
*Note that Roseville Transit will be seeking HVIP funds to reduce the amount of local match.

The useful life of the Microtransit vans is 8 years or 100,000 miles - whichever comes first. The useful life of the DC Charger is 15 years.

Project Benefits
The proposed grant would fund the purchase of four electric transit vans and one charger that would be used as part of Roseville's upcoming Microtransit 2-year pilot program. The Microtransit pilot program is a multi-jurisdiction effort to procure on-demand rideshare software for use in South Placer County.

Placer County has taken the lead on releasing the joint Request for Proposals for this project. The selected firm will provide cloud-based software and applications for the service, while the transit agencies, including Roseville Transit, will provide the buses/vans, dispatch services, and drivers. The programs is expected to begin in late 2022 or early 2023 in a yet to be defined area of the City. If

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successful, and if funding is available, Microtransit is expected to expand to other locations throughout the City.

The vans will be used to provide a distinctive look to the pilot program. While existing cutaway buses can be used to run the service, it has been shown that using smaller, more personal vans, are more appealing to potential riders. This approach has been and is currently used by other agencies throughout the country. The use of these vans gives this program the best chance to be successful.

Additional Information
None.

Location Description
Roseville is the largest city in Placer County, California, located within the Sacramento metropolitan area. As of 2019, the US Census Bureau estimated the city's population to be 141,500.

Project Location (Urbanized Areas)
UZA Code Area Name
060000 California
060390 Sacramento, CA

Congressional District Information
District State
4 California

Program Plan Information

STIP/TIP
Date: 8/31/2022
Description: Addition to SACOG MTIP is pending the next update, which is expected in August 2022.

UPWP
Date: N/A
Description: N/A

Long Range Plan
Date: 8/10/2018
Description: The request for Microtransit electric vans is consistent with Roseville’s Short Range Transit Plan (SRTP) on multiple levels. The SRTP calls for the implementation of Microtransit services in key areas within its City limits. This new service will serve areas that currently have limited transit service, lower-demand areas and/or evening service to better serve riders. Additionally, the SRTP discusses the need to begin transforming Roseville’s bus fleet to zero emission buses. This grant seeks four electric vans to operate the Microtransit service and one charger to charge the vehicles. This request advances the recommendation in the most recent SRTP to electrify the fleet, and is also consistent with Roseville Transit’s Zero Emission Bus Business Plan.

Project Control Totals
Funding Source Section of Statute CFDA Number Amount

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5339 – Buses and Bus Facilities Formula 5339-1 20526 $560,000 Local $140,000
Local/In-Kind $0
State $0
State/In-Kind $0
Other Federal $0
Transportation Development Credit $0
Adjustment $0
Total Eligible Cost $700,000

Project Budget
Project
Number Budget Item FTA
Amount
Non-FTA
Amount
Total
Eligible
Amount
Quantity
CA-2022-161-
01-01
111-
00 (111-
A1)
BUS - ROLLING STOCK $560,000.00 $140,000.00 $700,000.00 4 CA-2022-161-
01-01

11.13.15 BUY VAN

FOR SVC

EXPANSION
$560,000.00 $140,000.00 $700,000.00 4

Project Budget Activity Line Items
Budget Activity Line Item: 11.13.15 - BUY VAN FOR SVC EXPANSION Scope Name / Code Line Item
# Line Item Name Activity Quantity

BUS - ROLLING
STOCK (111-00) 11.13.15 BUY VAN FOR SVC

EXPANSION

BUY EXPANSION -
CAPITAL BUS 4

Extended Budget Description
Funding is provided to purchase four electric Microtransit vans and one van charger. The four vans are expected to cost $160,000 each, for a total of $640,000. The van charger is expected to cost $60,000.

The total estimated cost of the vans and charger is anticipated to be up to $700,000. FTA 5339 funding is used to pay for $560,000 of these total purchases. The remaining $140,000 would be paid by local transit funds.

Will 3rd Party contractors be used to fulfill this activity line item? Yes, 3rd Party Contractors will be used for this line item.

Propulsion Fuel Type Vehicle Condition Vehicle Size (ft.) N/A Electric Propulsion New 25'

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Funding Source Section of Statute CFDA Number Amount
5339 – Buses and Bus Facilities Formula 5339-1 20526 $560,000 Local $140,000
Local/In-Kind $0
State $0
State/In-Kind $0
Other Federal $0
Transportation Development Credit $0
Adjustment $0
Total Eligible Cost $700,000

Milestone Name Est. Completion
Date Description
RFP/IFB Issue Date 8/31/2022 Staff expects to use the State of California's approved procurement list to purchase the vans and charger.

Contract Award Date 9/30/2022 Vans will be awarded prior to this date.

Initial Delivery Date 1/31/2023 Vans and charger will be delivered prior to this date.

Final Delivery Date 3/31/2023 The final delivery of the vans is expected prior to this date.

Contract Completion
Date 9/30/2023 Final closeout of project expected prior to this date.

Additional time included as contingency.

Project Environmental Findings
Finding: Class II(c) - Categorical Exclusions (C-List)
Class Level Description
Class II(c) consists of projects that do not have a significant environmental impact on the human or natural environment and are therefore categorically excluded from the requirement to prepare an environmental assessment or an environmental impact statement. FTA requires a sufficient project description to support a CE determination. The project may require additional documentation to comply with other environmental laws.

Categorical Exclusion Description

Type 07: Acquisition, installation, rehabilitation, replacement, and maintenance of vehicles or equipment, within or accommodated by existing facilities, that does not result in a change in functional use of the facilities, such as: equipment to be located within existing facilities and with no substantial off-site impacts; and vehicles, including buses, rail cars, trolley cars, ferry boats and people movers that can be accommodated by existing facilities or by new facilities that qualify for a categorical exclusion.

Date Description Date
Class IIc CE Approved

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Scope Name /
Code
Line Item
Number Line Item Name Quantity FTA
Amount
Total Eligible
Cost

BUS - ROLLING
STOCK (111-00) 11.13.15 BUY VAN FOR SVC
EXPANSION 4 $560,000.00 $700,000.00

Project Title: Roseville Transit Microtransit Van Purchase Project Number Temporary Project Number Date Created Start Date End Date CA-2022-161-02-01 CA-2022-161-01-P2 5/9/2024 8/31/2022 12/31/2024

Project Description
Amendment #1, August 2024, adds Project 2 to the grant. Amendment #1 does not change Project 1.

Section 5339, FFY21 Sacramento (UZA #060390): $98,353
Local Funds, (Local Transportation Funds): $19,671
Total Amendment #1 Funding: $118,024

Add additional $98,353 in FFY 2021 FTA 5339 funds remaining that were part of the Sacramento UZA earned share allocation. This application is to purchase four zero-emission electric transit vans and one 60 kWh DC Fast Charger to charge the vans as part of Roseville Transit's Microtransit pilot program.

The useful life of the Microtransit vans is 8 years or 100,000 miles - whichever comes first. The useful life of the DC Charger is 15 years.

Project Benefits
No changes to the project scope. Additional funds are being added due to higher than anticipated costs for the vans.

Additional Information
No additional information.

Location Description
Project will take place within the City of Roseville in Placer County California.

Project Location (Urbanized Areas)
UZA Code Area Name
060000 California
060390 Sacramento, CA

Congressional District Information
District State
4 California

Program Plan Information

STIP/TIP
Date: 12/16/2022

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Description: 2023-26 Metropolitan Transportation Improvement Program. Same STIP as original project.

Funding was added to the project via administrative modification #20.

UPWP
Date: N/A
Description: N/A

Long Range Plan
Date: N/A
Description: N/A

Project Control Totals
Funding Source Section of Statute CFDA Number Amount
5339 – Buses and Bus Facilities Formula 5339-1 20526 $98,353 Local $19,671
Local/In-Kind $0
State $0
State/In-Kind $0
Other Federal $0
Transportation Development Credit $0
Adjustment $0
Total Eligible Cost $118,024

Project Budget
Project Number Budget Item FTA
Amount
Non-FTA
Amount
Total
Eligible
Amount
Quantity
CA-2022-161-
02-01
111-00
(111-
A2)
BUS - ROLLING STOCK $98,353.00 $19,671.00 $118,024.00 4 CA-2022-161-
02-01

11.13.04 BUY VAN

FOR SVC

EXPANSION
$98,353.00 $19,671.00 $118,024.00 4

Project Budget Activity Line Items
Budget Activity Line Item: 11.13.04 - BUY VAN FOR SVC EXPANSION Scope Name / Code Line Item
# Line Item Name Activity Quantity

BUS - ROLLING
STOCK (111-00) 11.13.04 BUY <30-FT BUS FOR

EXPANSION

BUY EXPANSION -
CAPITAL BUS 4

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Extended Budget Description
Amendment #1, August 2024, adds project 2 to the grant.

Funding:

Section 5339, FFY21 Sacramento (UZA #060390): $98,353
Local Funds, (Local Transportation Funds): $19,671
Total Amendment #1 Funding: $118,024

Roseville is requesting to add $98,353 in FFY 2021 FTA 5339 funds remaining that were part of the Sacramento UZA earned share allocation to this project. This application is to purchase four zero- emission electric transit vans and one 60 kWh DC Fast Charger to charge the vans as part of Roseville Transit's Microtransit pilot program. The useful life of the Microtransit vans is 8 years or 100,000 miles - whichever comes first. The useful life of the DC Charger is 15 years.

Will 3rd Party contractors be used to fulfill this activity line item? Yes, 3rd Party Contractors will be used for this line item.

Propulsion Fuel Type Vehicle Condition Vehicle Size (ft.) N/A Electric Propulsion New 22'

Funding Source Section of Statute CFDA Number Amount
5339 – Buses and Bus Facilities Formula 5339-1 20526 $98,353 Local $19,671
Local/In-Kind $0
State $0
State/In-Kind $0
Other Federal $0
Transportation Development Credit $0
Adjustment $0
Total Eligible Cost $118,024

Milestone Name Est. Completion
Date Description
RFP/IFB Issue Date 8/31/2022 Using existing CalACT Cooperative procurement for vehicles.

Contract Award Date 6/15/2024 Award date will follow Roseville Council contract approval.

Initial Delivery Date 11/15/2024 Current delivery date.

Final Delivery Date 12/15/2024 Current final delivery date.

Contract Completion
Date 12/31/2024 Final completion date.

Project Environmental Findings
Finding: Class II(c) - Categorical Exclusions (C-List)
Class Level Description

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Class II(c) consists of projects that do not have a significant environmental impact on the human or natural environment and are therefore categorically excluded from the requirement to prepare an environmental assessment or an environmental impact statement. FTA requires a sufficient project description to support a CE determination. The project may require additional documentation to comply with other environmental laws.

Categorical Exclusion Description

Date Description Date
Class IIc CE Approved 8/31/2022

Scope Name / Code Line Item
Number Line Item Name Quantity FTA
Amount
Total Eligible
Cost

BUS - ROLLING
STOCK (111-00) 11.13.04 BUY VAN FOR SVC
EXPANSION 4 $98,353.00 $118,024.00

Part 4: Fleet Details
Fleet Type: Fixed Route
Fleet Comments
Roseville Transit fixed-route fleet consists of twenty-seven (27) revenue vehicles:
• Sixteen (16) local fixed route vehicles; and
• Eleven (11) commuter vehicles.

The buses to be replaced are year-2000 diesel-fuel non low-floor, 40-foot 42 passenger buses with a 35- person seating capacity.

Additional information regarding model, mileage, type, and capacity is in the attached fleet status report.

Current Value
I. Active Fleet
A. Peak Requirement 18
B. Spares 9
C. Total (A+B) 27
D. Spare Ratio (B/A) 50%
II. Inactive Fleet
A. Other 0
B. Pending Disposal 0
C. Total (A+B) 0

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III. Total (I.C and II.C) 27
Fleet Type: Paratransit
Fleet Comments
12 total Paratransit buses:
8 ARBOC 26'
3 Champion 26'
Current Value
I. Active Fleet
A. Peak Requirement 6
B. Spares 5
C. Total (A+B) 11
D. Spare Ratio (B/A) 83.33%
II. Inactive Fleet
A. Other 0
B. Pending Disposal 0
C. Total (A+B) 0
III. Total (I.C and II.C) 11

Part 5: FTA Review Comments
Application Review Comments
Comment By Jean Mazur
Comment
Type Pre-Award Manager Returns Application
Date 6/5/2024
Comment

Part 6: Agreement

UNITED STATES OF AMERICA

DEPARTMENT OF TRANSPORTATION

FEDERAL TRANSIT ADMINISTRATION

GRANT AGREEMENT
(FTA G-31)
On the date the authorized U.S. Department of Transportation, Federal Transit Administration (FTA) official signs this Grant Agreement, FTA has obligated and awarded federal assistance as provided below. Upon execution of this Grant Agreement by the Recipient named below, the Recipient affirms this

Page 668 of 1219 ends

FTA Award, enters into this Grant Agreement with FTA, and binds its compliance with the terms of this Grant Agreement.

The following documents are incorporated by reference and made part of this Grant Agreement:
(1) "Federal Transit Administration Master Agreement," FTA MA(31), http://www.transit.dot.gov, (2) The Certifications and Assurances applicable to the FTA Award that the Recipient has selected and provided to FTA, and
(3) Any Award notification containing special conditions or requirements, if issued.

WHEN THE TERM "FTA AWARD" OR "AWARD" IS USED, EITHER IN THIS GRANT AGREEMENT OR THE APPLICABLE MASTER AGREEMENT, "AWARD" ALSO INCLUDES ALL TERMS AND CONDITIONS SET FORTH IN THIS GRANT AGREEMENT.

FTA OR THE FEDERAL GOVERNMENT MAY WITHDRAW ITS OBLIGATION TO PROVIDE FEDERAL ASSISTANCE IF THE RECIPIENT DOES NOT EXECUTE THIS GRANT AGREEMENT WITHIN 90 DAYS FOLLOWING FTA's AWARD DATE SET FORTH HEREIN.

FTA AWARD

Federal Transit Administration (FTA) hereby awards a Federal Grant as follows:

Recipient Information
Recipient Name: ROSEVILLE, CITY OF
Recipient ID: 5728
UEI: W49TKZLUYCJ3
DUNS: 076119643

Award Information
Federal Award Identification Number (FAIN): CA-2022-161 Award with Amendment Number: CA-2022-161-01
Award Name: Roseville Transit Microtransit Van Purchase Award Start Date: 9/2/2022
Original Award End Date: 12/31/2023
Current Award End Date: 12/31/2024
Award Executive Summary: Amendment #1 - August 2024
The purpose of amendment #1 is to add FY21 Section 5339 funds apportioned to the Sacramento UZA #060390 to this grant as follows:

Section 5339, FFY21 Sacramento (UZA #060390): $98,353
Local Funds, (Local Transportation Funds): $19,671
Total Amendment #1 Funding: $118,024

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Overall Grant Funding with Amendment #1:

Section 5339, FFY21 Sacramento (UZA #060390): $98,353
Section 5539, FFY20 Sacramento (UZA #060390): $560,000
Local Funds, (Local Transportation Funds): $159,671
Total Eligible Project Cost: $818,024

Purpose:

Activities to be Performed:
4 transit vans and one 60 kWh DC Fast Charger will be purchased as part of Roseville Transit's Microtransit program. The DC Fast Charger will be installed at the City's electric depot charging facility currently being constructed at 2081 Hilltop Circle in Roseville.

Expected outcomes:

The van and charger purchases will help ensure the Microtransit project is successful.

Intended beneficiaries:

Those living within the Microtransit service area.

Subrecipients:

None
Research and Development: This award does not include research and development activities.

Indirect Costs: This award does not include an indirect cost rate.

Suballocation Funds: Recipient organization is suballocated these apportioned funds and can apply for and receive these funds directly.

Pre-Award Authority: This award is using Pre-Award Authority.

Award Budget
Total Award Budget: $818,024.00
Amount of Federal Assistance Obligated for This FTA Action (in U.S. Dollars): $98,353.00 Amount of Non-Federal Funds Committed to This FTA Action (in U.S. Dollars): $19,671.00 Total FTA Amount Awarded and Obligated (in U.S. Dollars): $658,353.00 Total Non-Federal Funds Committed to the Overall Award (in U.S. Dollars): $159,671.00

Page 670 of 1219 ends

Award Budget Control Totals

(The Budget includes the individual Project Budgets (Scopes and Activity Line Items) or as attached) Funding Source Section of Statute CFDA Number Amount
5339 – Buses and Bus Facilities Formula 5339-1 20526 $658,353 Local $159,671
Local/In-Kind $0
State $0
State/In-Kind $0
Other Federal $0
Transportation Development Credit $0
Adjustment $0
Total Eligible Cost $818,024
(The Transportation Development Credits are not added to the amount of the Total Award Budget.)

U.S. Department of Labor Certification of Public Transportation Employee Protective Arrangements:

DOL Decision: DOL Concurs - Certified
DOL Review Date: 8/23/2022
DOL Certification Date: 8/23/2022

Amendment 1 DOL Decision: DOL Concurs - Certified
Amendment 1 DOL Review Date: 9/11/2024
Amendment 1 DOL Certification Date: 9/11/2024

Special Conditions

There are no special conditions.

FINDINGS AND DETERMINATIONS

By signing this Award on behalf of FTA, I am making all the determinations and findings required by federal law and regulations before this Award may be made.

FTA AWARD OF THE GRANT AGREEMENT

Awarded By:

Ray Tellis
Regional Administrator

FEDERAL TRANSIT ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
Contact Info: [email protected]
Award Date: 9/12/2024

EXECUTION OF THE GRANT AGREEMENT

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Upon full execution of this Grant Agreement by the Recipient, the Effective Date will be the date FTA or the Federal Government awarded Federal assistance for this Grant Agreement.

By executing this Grant Agreement, the Recipient intends to enter into a legally binding agreement in which the Recipient:
(1) Affirms this FTA Award,
(2) Adopts and ratifies all of the following information it has submitted to FTA:
(a) Statements,
(b) Representations,
(c) Warranties,
(d) Covenants, and
(e) Materials,
(3) Consents to comply with the requirements of this FTA Award, and (4) Agrees to all terms and conditions set forth in this Grant Agreement.

Executed By:

Ed Scofield
Alternative Transportation Manager

ROSEVILLE, CITY OF
9/12/2024

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City Council
Communication
Meeting Date: 2/18/2026
Item #: VI.6
File #: 0800-03
Item ID: 2026-43

Title: Western Systems Power Pool Agreement Collateral Annex Contact: Patrick Zanardelli 916-774-5673 [email protected]

SUMMARY
Staff recommends approval of the Western Systems Power Pool (WSPP) Collateral Annex, including the Cover Sheet Elections, with Karbone Energy LLC (Karbone). The documents supplement the WSPP Agreement previously executed by the City and establish industry-standard credit and collateral provisions that would apply to any future wholesale physical power transactions with Karbone under the WSPP framework. There is no cost associated with the execution of these documents.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute the Western System Power Pool Collateral Annex and Cover Sheet Elections with Karbone Energy LLC.

BACKGROUND
The City Council approved updated Electric Utility Risk Management Policies in May 2025. These policies require Roseville Electric Utility to manage the financial risks associated with providing electricity by limiting cost exposure through the procurement of fixed-price electricity and natural gas over a three-year planning horizon.

Roseville Electric Utility has historically used the Western Systems Power Pool (WSPP) Agreement as its standard contractual framework for physical power transactions. The Collateral Annex and Cover Sheet Elections are standardized supplements to that agreement, used to define bilateral credit and collateral obligations with individual counterparties. These documents provide enhanced credit protections to the City by requiring the posting of collateral when exposure thresholds are exceeded or credit conditions change.

While both Roseville and Karbone Energy, LLC (Karbone) are WSPP signatories, they have not previously transacted under the WSPP framework. Executing the Collateral Annex and Cover Sheet Elections with Karbone does not authorize any transactions but ensures credit protections are in place if Roseville transacts with Karbone in the future.

Any such transactions will remain subject to the City’s Energy Trading Authority Policy (Resolution No. 25- 149), approved by City Council on May 21, 2025.

FISCAL IMPACT
There is no fiscal impact associated with the execution of the WSPP Collateral Annex and Cover Sheet Elections with Karbone Energy LLC, as these documents serve as enabling agreements.

ENVIRONMENTAL REVIEW

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The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378.

Entering into enabling agreements with Karbone Energy LLC is not considered a “project” as defined by CEQA and consequently no CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world

Respectfully Submitted,
Patrick Zanardelli, Electric Business Analyst

Daniel Beans, Electric Utility Director

ATTACHMENTS:

1. Resolution 26-031

2. WSPP Collateral Annex w/ Karbone

3. WSPP Collateral Annex Cover Sheet w/ Karbone

REVIEWERS:

Patrick Zanardelli, Electric Department - Customer & Government Relations and Financial & Administrative
Created/Initiated -
1/22/2026
Joanna Cucchi, Electric Department - Financial & Administrative Approved - 1/23/2026 Shawn Matchim, Electric Department - All Approved - 1/30/2026 Daniel Beans, Electric Department - All Approved - 1/30/2026 Kelly Aye, City Attorney Department Approved - 2/2/2026 Katrina Six, City Clerk Department Approved - 2/3/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 2/3/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 2/3/2026 Michelle Sheidenberger, City Attorney Department Approved - 2/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 2/5/2026 Katrina Six, City Clerk Department Final Approval -
2/5/2026

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Roseville City CouncilFebruary 18, 2026

Roseville City Council
February 18, 2026