Roseville City Council
August 20, 2025

GC - 5:18
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Work, or adjoining property, the Contractor, without special instructions or authorization from the City, shall act at its discretion to prevent such threatened loss or injury. In such an Emergency, the Contractor may perform such additional work as is reasonably required. Any compensation claimed by the Contractor on account of Work performed to an Emergency shall be determined in accordance with the provisions relating to Force Account payment contained elsewhere in the Contract Documents.
5-1.11 APPRENTICES. Attention is directed to Labor Code Sections 1777.5, 1777.6 and 1777.7 and Title 8, California Code of Regulations Section 200 et seq. In accordance with Section 1777.5, the Contractor shall secure the necessary certificates and shall contribute to the apprenticeship fund or funds, a provided therein. The Contractor shall require each Subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work to fully comply with Sections 1777.5 and 1777.6 of the Labor Code. To insure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, each Contractor or Subcontractor should, where some questions exist, contact the Division of Apprenticeship Standards, , or one of its branch offices prior to commencement of Work on the public works Contract. Responsibility for compliance with this section lies with the prime Contractor.

It is State and City policy to encourage the employment and training of apprentices on public works Contracts as may be permitted under local apprenticeship standards. 5-1.12 FAIR LABOR STANDARDS ACT. Attention is invited to the fact that the City has been advised by the Wage and Hour Division, U.S. Department of Labor, that Contractors engaged in construction Work are required to meet the provisions of the Fair Labor FOR
Standards Act of 1958 and as amended (52 Stat. 1060).

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:19
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 5-1.13 WORKERS' COMPENSATION. Pursuant to the requirements of Labor Code Section 1860, the Contractor will be required to secure the payment of workers' compensation to its employees in accordance with the provisions of Labor Code Section 3700.

Prior to the commencement of Work, the Contractor shall sign and file with the Director a certification in the following form:
“I am aware of the provisions of Labor Code Section 3700 which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. The Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any air pollution control rules, regulations, ordinances and statues, specified in Government Code Section 11017.

In the absence of any applicable air pollution control rules, regulations, ordinances or statutes governing solvents, all solvents, including but not limited to the solvent portions of paints, thinners, curing compounds, and liquid asphalt used on the project shall comply with the applicable material requirements of the applicable Air Quality Management District. All containers of solvent, paint, thinner, curing compound, or liquid asphalt shall be labeled to indicate that the contents fully comply with said requirements.

Unless otherwise provided in the Supplemental Conditions, material to be disposed of shall not be burned, either inside or outside the Premises.

FOR
The Contractor shall also comply with all rules, regulations, statutes and ordinances

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601, 40 C.F.R. Part 61, Subpart M, and California Code of Regulations Section 1529, Title 8.

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. 5-1.15 USE OF PESTICIDES. The Contractor shall comply with all local, state and federal rules and regulations of the Department of Food and Agriculture, the Department of Health, the Department of Industrial Relations and all other agencies which govern the use of pesticides required in the performance of the Work.

Pesticides shall include but shall not be limited to herbicides, insecticides, fungicides, rodenticides, germicides, nematocides, bactericides, inhibitors, fumigants, defoliants, desiccants, soil sterilants, and repellents.

Any substance or mixture of substances intended for preventing, repelling, mitigating, or destroying weed, insects, diseases, rodents, or nematodes and any substance or mixture of substances intended for use as a plant regulator, defoliant or desiccant shall be considered as pesticide.
5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS. The
Contractor shall comply with all local sound control, light control, and noise level rules, regulations and ordinances which apply to any Work performed pursuant to the Contract. Work shall not begin before 7 a.m. nor occur after 7 p.m., unless otherwise permitted by the City.

Each internal combustion engine, used for any purpose on the Work or related to the Work, shall be equipped with a muffler, in good working order, of a type recommended by the FOR
manufacturer. No internal combustion engine shall be operated on the project without said

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GC - 5:21
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] muffler.
5-1.17 WEIGHT LIMITATIONS. Unless expressly permitted elsewhere in the Contract Documents, the Contractor shall not operate construction equipment or vehicles of any kind which, laden or unladen, exceed the maximum weight limits set forth in Division 15 of the Vehicle Code over completed or existing base, surfacing, pavement or structures. 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION
MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
REQUIREMENTS. The Department will obtain all environmental clearances and other authorizations necessary for this project as set forth in the Contract Documents. The Contractor shall comply with the provisions, including giving notices during construction when required, of said authorizations. In the event the obtaining of said authorizations delays completion of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.

Contractor shall comply with: (1) all mitigation identified in the mitigation monitoring program (attached to and adopted as a component of the mitigated negative declaration or Environmental Impact Report) to mitigate impacts to protected natural resources; and (2) all related permit requirements issued by the regulatory agencies authorizing the project. Contractor shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any fines, claims, suits, actions or regulatory sanctions of every name, kind and description brought forth, or on account of, damage to protected natural resources from or arising out of Contractor’s negligence or willful misconduct in the performance of this Agreement. 5-1.19 PERMITS AND LICENSES. The Contractor acknowledges and agrees FOR
that, prior to the submission of its bid for the Work, it fully familiarized itself with the

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GC - 5:22
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] requirements of all applicable federal, state, county and municipal laws, codes, rules, and regulations, as well as the conditions of any required licenses and permits.

The Contractor shall procure all permits and licenses, including any applicable building permits (except those procured or to be procured by the City which are listed elsewhere in the Contract Documents), in coordination with the Director, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the Work. Contractor shall be responsible for applying, paying all fees, and coordination for obtaining all permits for completion of the Work. All permits and licenses shall be obtained in sufficient time to prevent delays to the Work. Contractor will apply to the City for reimbursement for such permits costs.

Accordingly, Contractor should not include the anticipated costs for permits in its bid, as the necessary permit costs will be reimbursed by the City.

The California Environmental Quality Act (Public Resources Code, Section 21000 to 21177) may be applicable to permits, licenses and other authorizations which the Contractor must obtain from State or local agencies in connection with performing the Work. The Contractor shall comply with the provisions of that Act in obtaining such permits, licenses and other authorizations, and all permits, licenses and other authorizations shall be obtained in sufficient time to prevent delays to the Work.

The Contractor shall maintain the applicable Contractor’s license as identified in the Notice to Contractors and City business license for the duration of the Work. 5-1.20 WATER POLLUTION. The Contractor shall comply with all water pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any water pollution control rules, regulations, and statutes, FOR
specified by the most current State of California NPDES General Permit for Stormwater

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GC - 5:23
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Discharges Associated with Construction Activity.

The Contractor shall take all necessary precaution to protect streams, vernal pools, ponds, reservoirs, and lakes from pollution with fuels, oils, bitumen, calcium chloride, and other harmful materials as consistent with the law. Also, the Contractor shall conduct and schedule operations so as to avoid discharging pollutants, such as but not limited to: sediment and silt to the storm drain system. The storm drain system consists of all facilities that are designed to convey stormwater to the Waters of the State as defined in the California Water Code. The storm drain system includes, but is not limited to, all streets, gutters, drain inlets, roadside ditches, streams, vernal pools, ponds, and lakes. Care shall be exercised to preserve roadside vegetation beyond the limits of construction.
5-1.21 PROTECTION AND USE OF PROPERTY. The Contractor shall be responsible for and provide and maintain all proper temporary walkways, covered walkways, barriers, roads, guards, railings, lights, warning signs, and take precaution at all times to avoid injury or damage to any person or any property, and upon completion of the Work, or at other times as directed, restore Premises and adjacent property to a proper condition. In the event of such injury or damage, Contractor shall report such injury and damage to City within forty-eight (48) hours of occurrence.

The Contractor shall protect adjoining property and nearby buildings, including City buildings, City roads, and public streets or roads, from dust, dirt, debris, or the nuisance arising out of the Contractor's operations or storage practices, and, if ordered by the Director, the Contractor shall provide and Install suitable safeguards, approved by the Director, to protect such objects from damage. If such objects are damaged by reason of the Contractor's operations, they FOR
shall be replaced or restored at the Contractor's expense.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:24
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] If the Contractor damages any buildings, roads, utilities, or other property which belong to the City, or any Department or agency thereof, then the Director, at his or her option, may retain from the money due under the Contract an amount sufficient to insure repair of the damage.

The Director may make or cause to be made such temporary repairs as are necessary to restore to service any such damaged facility. The cost of such repairs shall be borne by the Contractor and may be deducted from any moneys due or to become due the Contractor under the Contract.
5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION.

The City of Roseville, its officers, agents, employees, and volunteers, including but not limited to the Director and his or her designee, 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 other 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, its workers, or anyone employed by the Contractor or the Contractor's 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 and hold harmless the City, and its respective FOR
officers, agents, Subcontractors, employees, and volunteers, and the successors and assigns of

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GC - 5:25
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] any of them, (hereinafter referred to as “Indemnitees”) from and against all claims, demands, liability, suits, actions, costs or expenses for any and all loss or damage, including but not limited to, personal injury, property damage, or economic loss, arising out of or resulting from allegations of (1) Contractor’s use of the City’s property or any activities or Work performed hereunder by the Contractor; (2) the Contractor’s performance of the Work under the Agreement; or (3) the Contractor’s breach of any provision of the Agreement. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Civil Code Section 2778. The only exception to these provisions is that the Contractor’s obligations under this section will not apply to the extent that the claims, demands, liability, suits, actions, costs or expenses are caused by Indemnitees’ active negligence, willful misconduct, criminal acts, or for defects in design furnished by the Indemnitees, misconduct, criminal acts, or for defects in design furnished by the Indemnitees.

The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.

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.

Any person, firm or corporation that Contractor authorizes to Work on the City’s property including Subcontractors, shall be deemed to be an agent of the Contractor for purposes herein, shall be subject to all the applicable terms herein, and shall be within the scope of the FOR
Contractor’s indemnity obligation described herein.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:26
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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 Department 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) Days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior 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 7-1.07, “Progress Payments,” of these General Conditions.

C. If the City has 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 matter for which such retention was made, the Department shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 5-1.23 INSURANCE COVERAGE.

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

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:27
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

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

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and 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 FOR
liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL

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GC - 5:28
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. 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 FOR
covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9

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GC - 5:29
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

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

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

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:30
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

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

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

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

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 FOR
provide that the coverage is on an “occurrence” basis.

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GC - 5:31
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 5-1.24 OTHER INSURANCE PROVISIONS.

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

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

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

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 FOR
Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these

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GC - 5:32
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

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

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

G. Contractor shall be responsible for all premiums, deductibles, and selfinsured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be FOR
approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured

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GC - 5:33
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

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

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

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
5-1.25 THIRD PARTY BENEFICIARY. No provisions in the Contract Documents shall in any way inure to the benefit any third party (including the public at large or any member thereof) so as to constitute such person a third party beneficiary of the Contract, or of any term or condition or other provision of the Contract or otherwise give rise to any cause of action in any person not a party to the Agreement, except as expressly provided elsewhere in the Contract Documents.
5-1.26 COORDINATION AND ACCESS. The Contractor acknowledges that the City may award, or has already awarded, other construction contracts for additional work or may perform additional work with its own forces and that such work may affect the Work under this Agreement. Additionally, the Contractor acknowledges that the State and other public and FOR
private agencies may be granted a right-of-entry by the City for the purpose of constructing

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GC - 5:34
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] facilities within and adjacent to the Work Site. It is the obligation of the Contractor to coordinate its Work with the work of others working within or adjacent to the City’s property.

During performance of its Work, the Contractor shall not have exclusive access to or use of the work areas. The City may also require that certain facilities and areas be used concurrently by the Contractor and by other contractors working in the area. When two (2) or more contractors are employed on related or adjacent City work, each shall conduct its operations in such a manner as not to cause any unnecessary delay or hindrance to the other.

Each contractor shall be responsible to the other for all damage to any work, to persons or property caused to the other by its operations, and for loss caused the other due to any unnecessary delays or failure to finish the work within the time specified for completion.

If any party of the Contractor’s Work depends on the work of any other contractor and/or the City for proper execution and/or results, the Contractor shall promptly notify the City of any discrepancies and/or defects in said other work that would render its work unsuitable for proper execution and/or results prior to proceeding with the Contractor’s own Work. If it becomes necessary, the City will resolve coordination and access problems.

The Contractor and its representative in charge of the Work shall familiarize themselves with the City’s property and Work Site, and adjacent surroundings in the vicinity of said Wok, and any private or public operations on adjoining properties. 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO
ACCEPTANCE. The City may at any time notify the Contractor in writing that it intends to take Beneficial Occupancy of any portion of the Work even though the Work may not be substantially complete. Unless the reason for the City’s taking Beneficial Occupancy is that the FOR
Contractor has not completed the Work (or portions thereof) in accordance with the Contract

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GC - 5:35
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Time, the City’s Beneficial Occupancy shall relieve the Contractor from its responsibility for maintenance, loss or damage to that portion of the Work for which the City has taken Beneficial Occupancy other than that resulting from the Contractor’s act or omission, negligence, willful misconduct or breach of warranty.

Should the Work (or portion thereof) not be completed in accordance with the Construction Schedule within the Contract Time (as adjusted under the terms of the Contract Documents), the City shall have the right, but not the obligation, to take Beneficial Occupancy of the Work. In such event, the Contractor shall not be entitled to any additional compensation on account of said occupancy by the City, nor shall the Contractor be relieved of any of its responsibilities under the Contract Documents, including, without limitation, Contractor’s obligation to complete the Work in accordance with the Construction Schedule.

Beneficial Occupancy shall not be deemed an Acceptance by the City either of the Work or of any portion thereof, nor will it relieve the Contractor of full responsibility for correcting defective Work or materials found at any time before the formal written Acceptance of the entire Contract by the Director or during the full warranty period after such Acceptance, as provided in Section 7-1.12, “Warranty,” of these General Conditions.

The City’s Beneficial Occupancy shall not relieve the Contractor of its responsibility to maintain all insurance and bonds required under the Contract Documents until the entire project is accepted by the City.
5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT. If, after Installation, the operation or use of the facilities or equipment to be furnished under this Contract proves to be unsatisfactory to the Director, the City shall have the FOR
right to operate and use such facilities or equipment until they can, without damage to the City,

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:36
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] be taken out of service for correction or replacement. Such period of use of the defective facilities or equipment, pending correction or replacement, shall in no way decrease the warranty period required for the acceptable corrected or replaced facilities or equipment. 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK. Except as otherwise provided herein, the Contractor shall have the charge and care of the Work and shall bear the risk of injury or damage to any part of the Work by the action of the elements or from any other cause whether arising from the execution or from the nonexecution of the Work until the Acceptance of the Contract by the Director. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and Acceptance, and shall bear the expense thereof. In case of suspension of Work from any cause whatever, the Contractor shall be responsible for the Work and it shall also be responsible for all materials, and shall properly store them if necessary, and shall provide suitable drainage and erect temporary structures where necessary.

The Contractor will be relieved of responsibility for any injury or damage to the Work caused by the following:

A. An earthquake in excess of a magnitude of 3.5 on the Richter Scale or a tidal wave, when the effect of such has been proclaimed a disaster or state of emergency by the Governor of the State of California or by the President of the United States, or was of such magnitude at the site of the Work as to have been sufficient to have caused a proclamation of disaster or state of emergency, had it occurred in a populated area.

B. Occupancy and use by the Department or the public prior to the completion of the entire project.

FOR
C. Acts of the Federal Government or the public enemy.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:37
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 5-1.30 RESPONSIBILITY FOR UTILITIES. The Contractor shall be responsible at its own cost for any and all Work, expense or special precautions caused or required by the existence or proximity of utilities encountered in performing the Work, including without limitation, repair of any or all damage and all hand or exploratory excavation required.

The Contractor is cautioned that such utilities may include communication cables or electrical cables which may be high voltage, and when working or excavating in the vicinity of such cables, or the ducts enclosing such cables, the Contractor shall undertake at its own cost any special precautions required. Suitable warning signs, barricades, and safety devices shall be erected as necessary or required.

However, if during the course of the Work the Contractor encounters utility Installations which are not shown or indicated in the Contract Documents or which are found in a location substantially different from that shown, and such utilities are not reasonably apparent from visual examination, then the Contractor shall promptly notify the Director in writing. Where necessary for the Work of the Contract, the Director shall issue a written order to the Contractor to make such adjustments, rearrangement, repair, removal, alteration, or special handling of such utility, including repair of the damaged utility. The Contractor shall perform the Work described in such written order, and compensation therefor will be made in accordance with Section 3 of these General Conditions relating to changes in the Work. Except for the items of cost specified in said Section 3, the Contractor shall receive no compensation for any other cost, damage, delay, interference, or hindrance to him or her due to the presence of such utility. If the Contractor fails to give the notice specified above and thereafter acts without instructions for the Director, then the Contractor shall be liable for any or subsequent to discovery thereof, and the FOR
Contractor shall repair and make good such damage at its own cost.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:38
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The precise location of underground facilities can only be determined by careful probing or hand digging in compliance with Article 6 of the Cal/OSHA Construction Safety Orders which states in part:
“Prior to opening an excavation, effort shall be made to determine whether underground installations, i.e., sewer, water, fuel, electric lines, etc., will be encountered, and if so, where such underground installations are located. When the excavation approaches the approximate location of such an installation, the exact location shall be determined by careful probing or hand digging, and, when it is uncovered, adequate protection shall be provided for the existing installation.” The location of known existing utilities and pipelines are shown on the Contract Drawings in their approximate locations. Some of the locations include multiple conduits. The Contractor shall exercise care in avoiding damage to those facilities which are to remain in service subsequent to the construction of the particular new facility involved and the Contractor will be held responsible for any repairs if damaged. The Contractor shall also exercise care in maintaining those pipes and facilities required for continuing operation of the existing facilities until such time as they can be abandoned. There is no guarantee that all utilities or obstructions are shown on the Contract Drawings or that the locations indicated are accurate.

The Contractor shall exercise extreme caution in working in the area adjacent to the existing pipelines and utility services. It is essential that all the existing facilities be maintained in service. Construction of the connections between the existing facilities and the new facilities shall be at times and during periods acceptable to the City. The Contractor shall advise the Director in writing of its proposed Construction Schedule for these connections at least fortyFOR eight (48) hours in advance.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:39
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The Contractor shall uncover all piping and conduits, to a point one foot (1') below the pipe, where crossings, interferences, or connections are shown on the Contract Drawings, prior to trenching or excavating for any pipe or structures, to determine actual elevations. New pipelines shall be laid to such grade as to clear all existing facilities which are to remain in service. If the Contractor does not expose all required utilities, it shall not be entitled to additional compensation for Work necessary to avoid interferences nor for repair to damaged utilities. Excavations around underground electrical ducts and conduits shall be performed using extreme caution to prevent injury or damage to workers and to the electrical ducts or conduits. 5-1.31 PROPERTY RIGHTS IN MATERIALS. Nothing in the Contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the Work or soil or after partial payment has been made as provided in Section 7-1.07, “Progress Payments,” of these General Conditions for material delivered on the ground or stored subject to or under the control of the City and unused. All such material shall become the property of the City upon being so attached or affixed or upon payment for materials delivered on the ground or stored subject to or under the control of the City and unused, as provided in said Section 7-1.07.
5-1.32 COURT ORDERED DELAY. If, pursuant to court order, the Department temporarily suspends performance of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.
5-1.33 NO PERSONAL LIABILITY. Neither the Director, nor any other officer or authorized employee of the City, shall be personally responsible for any liability FOR
arising under or by virtue of the Contract.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:40
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS. The Contractor shall make no arrangements with any person or entity to permit occupancy or use of any land, structure or building within the limits of the Work, for any purpose whatsoever, either with or without compensation, in conflict with any agreement between the City and any third party owner, former owner, or tenant of such land, structure or buildings. The Contractor shall not occupy City-owned property outside the limit of the Work shown on the Contract Drawings unless it obtains prior approval.
5-1.35 ANTITRUST CLAIMS. The Contractor’s attention is directed to the following provision of Public Contract Code Section 7103.5(b), which is applicable to the Contractor and its Subcontractors:
“ In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Sec. 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract.

This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgement by the parties.”
FOR
5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS. Shop

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:41
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Drawings and Working Drawings submitted to the City by the Contractor, Subcontractor or any lower tier Subcontractor pursuant to the Agreement, are the property of the City and the City may use, and disclose in any manner and for any purpose, Shop Drawings and Working Drawings delivered under the Contract.

Technical Data including manuals or instructional materials, computer or microprocessor software which are delivered or submitted to the City by the Contractor, Subcontractor, or any lower tier Subcontract pursuant to the Contract are the property of the City, and the City may use or disclose same in any manner and for any purpose.

The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated in the Work, and shall defend, indemnify and save and hold harmless the City, and its duly authorized representatives, from all suits at law, or in equity, and actions of every nature for, or on account of the use of any patented materials, equipment, devices or processes. In case some materials, equipment, devices or processes are held to constitute an infringement and their use enjoined, the Contractor, at its expense, shall:

1. Secure for the City the right to continue using said materials, equipment, devices or processes by suspension of the injunction or by procuring a license or licenses; or

2. Replace such materials, equipment, devices, processes; or

3. Modify them so that they become non-infringing or remove the enjoined materials, equipment, devices or processes and refund the sums paid therefor without prejudice to any other rights of the City.
5-1.37 PAYMENT OF TAXES. Contractor shall pay all taxes and duties FOR
applicable to and assessable against any Work, equipment, materials, services, processes, and

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:42
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] operations incidental to or involved in the Agreement, including but not limited to, retail sales and use, transportation, export, import, business, and special taxes. The Contractor is responsible for ascertaining and acquainting itself with such taxes and making all necessary arrangements to pay them. The Contractor will maintain records that are auditable records, and these records shall be subject to the City’s review to verify that Contractor’s tax payments are current at all times.

The Contract Price paid for the Work shall include full compensation for all taxes which the Contractor is required to pay, whether imposed by Federal, State or local government, including, without being limited to, Federal excise tax. No tax exemption certificate nor any document designed to exempt the Contractor from payment of any tax will be furnished to the Contractor by the Department, as to any tax on labor, services, materials, transportation, or any other items furnished pursuant to the Contract.

The Contractor shall withhold and pay any and all sales and use taxes, withholding taxes, whether Federal, State, or local, Social Security taxes, State Unemployment Insurance charges and all other taxes which are now or hereafter may be required to be paid or withheld under any laws.
5-1.38 GRATUITIES AND CONFLICT OF INTEREST. The Contractor shall not offer or provide gratuities in the form of gifts, entertainment, loans, meals, rewards, and/or services to representatives of the City, including but not limited to, officers, employees, agents, Engineering Service Consultants, Consulting Engineers and Architects, Inspectors and/or Testing Agencies retained by the City. If it is found that the Contractor has violated this provision, the Contract may be subject to termination for default as defined elsewhere in these FOR
General Conditions.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:43
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] During the term of the Contract and until the final payment has been made to the Contractor, the Contractor shall not employ or compensate in any manner whatsoever, the City’s officers, employees and authorized representatives, agents, and any Engineering Service Consultants, Consulting Engineers and Architects, Inspectors, and/or Testing Agencies retained by the City. Any exception to the employment or compensation to any of the above named parties must be made in writing by the City. If the Contractor offers or provides employment or compensation to those named above during the term of the Contract, the Contract may be subject to termination for default.
5-1.39 COOPERATION. Should construction be under way by City forces or other forces or by other Contractors within or adjacent to the limits of the Work or should Work of any other nature be under way by such forces within or adjacent to said limits, the Contractor shall cooperate with all such forces to the end that any delay, interference or hindrance to their Work will be avoided. The right is reserved to perform other or additional Work at or near the site at any time, by the use of such forces.
5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS. In the event any work involves digging trenches or other excavations that extend deeper than four feet (4’) below the surface, City and Contractor shall comply with the following:

A. The Contractor shall promptly, and before the following conditions are disturbed, notify City in writing of any:

1. Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of FOR
existing law.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:44
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

2. Subsurface or latent physical conditions at the site differing from those made available to Contractor for inspection as provided in the project proposal.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in Work of the character provided for in the Contract.

B. The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the Work shall issue a Change Order under the procedures described in the Contract.

C. In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all work to be performed under the Contract. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. However, no claim of the Contractor under this clause shall be allowed unless the Contractor has given the notice required by this Section. No claim by the Contractor for an equitable adjustment hereunder shall be allowed if asserted after final payment under this Contract. 5-1.41 CONTRACTOR REGISTRATION. No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. During the performance of this Contract, the FOR
Contractor and its subcontractors shall have a continuing legal obligation to maintain current

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:45
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] registration with the Department of Industrial Relations. The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY. 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 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 and City Engineer.

To the extent indicated in the Contract Drawings, the City will provide the rights-of-way over private lands or the site to enable the Contractor to perform its work. The Contractor shall be solely responsible for securing any additional rights-of-way desired by the Contractor. The City will not be a party to nor assume any liability for any separate agreements reached between the Contractor and any third parties with respect to these additional rights-of-way. The Contractor shall procure evidence that agreements are in place with said third parties before the Contractor uses those areas covered by the agreements. Any damage to such private lands caused by the Contractor’s operations shall be the sole responsibility of the Contractor. 5-1.43 CALIFORNIA AIR RESOURCES BOARD REGULATIONS. The
Contractor shall comply with any applicable regulations of the California Air Resources Board (“CARB”) set forth below.

A. In-Use Off-Road Diesel-Fueled Fleets. If the Contractor will use vehicles FOR
subject to Cal. Code Regs., tit. 13, §§ 2449 et seq. for the project, it shall submit a valid

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 5:46
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Certificate of Reported Compliance to the City as provided in § 2449(n).

B. Advanced Clean Fleets. Pursuant to Cal. Code Regs., tit. 13, § 2013(i)(1), the Contractor shall submit to the City either a signed statement stating that it is not subject to the High Priority and Federal Fleets regulation of title 13, CCR section 2015 through 2015.6, or a document evidencing that it is listed on the CARB Advanced Clean Fleets webpage as a compliant fleet.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 6

PROSECUTION AND PROGRESS
6-1.01 SUBLETTING AND SUBCONTRACTING. The Contractor shall be responsible for all Work performed under the Contract. The Contractor shall give its personal attention to the fulfillment of the Contract and shall keep the Work under its control. Nothing in the Contract Documents shall create any contractual relationship between the City and any Subcontractor. The Contractor is fully responsible to the City for the acts and omissions of its Subcontractors of any tier. When any Subcontractor fails to prosecute a portion of the Work in a manner satisfactory to the Director, that Subcontractor shall not again be employed on the Work.

Although the sections of the Contract may be arranged according to various trades, or general grouping of the Work, the Contractor is not obligated to sublet the Work in such manner. The Director will not arbitrate disputes among Subcontractors or between Contractor and one or more Subcontractors concerning responsibility for performing any part of the Work.

The on-site production of materials produced by other than the Contractor’s own forces shall be considered as subcontracted. The erection, establishment or reopening of on-site plants for production of materials and the operation thereof in the production of materials for use on the Work shall conform to the requirements relating to labor set forth in the Contract Documents.

The Contractor shall also be responsible for coordinating the Work performed by Subcontractors and Suppliers.

The Contractor shall not substitute any person as Subcontractor in place of a Subcontractor listed on its bid proposal without the written approval of the Director.

FOR
Substitutions must be in accordance with the provisions of the “Subletting and Subcontracting

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Fair Practices Act” beginning with Public Contract Code Section 4100. Violations of this Act by the Contractor may subject it to penalties which may include cancellation of Contract, Assessment of ten percent (10%) of the Subcontractor's bid, and disciplinary action by the Contractors State License Board.

The Contractor shall pay any Subcontractors approved by the City for work that has been satisfactorily performed no later than seven (7) Days from the date of Contractor’s receipt of progress payments by the City. Within seven (7) Days after receipt from the City of funds attributable to work performed by a Subcontractor, Contractor shall release any retainage payments withheld to the Subcontractor. In the event Contractor does not make progress payments or release retention to Subcontractors in accordance with the time period specified herein, Contractor may be subject to prompt payment penalties per statute. 6-1.02 ASSIGNMENT. The performance of this Contract may not be assigned, except upon the written consent of the City Council of the City of Roseville. Consent will not be given to any proposed assignment which would relieve the original Contractor or its surety of their responsibilities under the Contract nor will the City consent to any assignment of a part of the Work under the Contract.

The Contractor may assign moneys due or to become due to it under the Contract and such assignment will be recognized by the City, if given proper notice thereof, to the extent permitted by law, but any assignment of moneys shall be subject to all proper set-offs in favor of the City and to all deductions provided for in the Contract and particularly all money withheld, whether assigned or not, shall be subject to being used by the City for the completion of the Work in the event that the Contractor should be in default therein.

FOR
6-1.03 BEGINNING OF WORK. After the execution of the Contract by both

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] parties, the City will issue the Notice to Proceed upon its determination that it is appropriate for the Contract Time to commence.

The Contractor shall begin Work within fifteen (15) Days after receiving the Notice to Proceed from the Director, subject to the requirements stated elsewhere in the Contract Documents regarding, among other things, the submittal of Baseline Schedule, and shall diligently prosecute the same to completion within the time limit provided in the Supplemental Conditions. Contractor shall also achieve any and all Contract milestones as described elsewhere in the Contract Documents.

The Contractor shall notify the Director, in writing, of its intent to begin Work at least seventy-two (72) hours before Work is begun. The notice shall be delivered to the Director and shall specify the date the Contractor intends to start. If the project has more than one (1) location of Work, a separate notice shall be given for each location.

The Contractor is not authorized to perform any Work until it has received a Notice to Proceed from the City. Should the Contractor begin Work in advance of receiving notice that the Contract has been approved as above provided, any Work performed by it in advance of the said date of approval shall be considered as having been done by the Contractor at its own risk and as a volunteer unless said Contract is so approved thereafter. 6-1.04 PROGRESS SCHEDULE.

A. Preliminary Progress Schedule. The Contractor shall submit to the Director, within twenty (20) Days after date of the Notice to Proceed, a Preliminary Progress Schedule covering the Contractor's activities over the first three (3) months of operation in detail and the remainder of the project in summary. The Preliminary Progress Schedule shall schedule FOR
the project within the Contract Time for completion of the Work, and shall be subject to

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] favorable review by the Director.

B. CPM Schedule. The Contractor shall submit an acceptable Critical Path Method (CPM) Schedule to the Director within thirty (30) Days after the receipt of the Notice to Proceed. Subsequent revisions to said schedule shall be submitted as set forth hereinafter. The requirement for the CPM schedule is included to allow for adequate planning and execution of the Work, to determine the critical nature of delays, and to assist the Director in appraising the reasonableness of the proposed schedule and evaluating progress of the Work. The CPM schedule submitted under this Section shall utilize a CPM format, either the precedence or arrow diagramming method. The definitions of CPM terms and functions shall be as provided in the Associated General Contractors of America book CPM in Construction, A Manual for General Contractors, or a favorably reviewed alternative publication or reference. No progress payment will be made prior to submission and acceptance of the CPM Schedule.

1. The CPM schedule system shall consist of diagrams and accompanying mathematical analyses. The diagrams shall show elements of the project in detail and an entire project summary. Diagrams shall show the order and interdependence of activities and sequence in which the Work is to be accomplished as planned by the Contractor. The basic concept of a network analysis diagram shall be followed to show how the start of a given activity is dependent on the completion of preceding activities and its completion restricts the start of following activities. Detailed network activities shall include, in addition to construction activities, the submittal and favorable review of samples of material and Shop Drawings, the procurement of critical materials and equipment, fabrication of special material and equipment, and their Installation and testing. All activities of the City and the Director that affect progress FOR
and required Contract dates for completion of all or parts of the Work shall be shown. The

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] selection and number of activities shall be subject to favorable review by the Director. Summary networks shall be time scaled. Durations shall be in Days and shall not exceed fifteen (15) Days, except for submittal and delivery items. Where the duration of continuous Work exceeds fifteen (15) Days, Work items in the Construction Schedule shall be subdivided by location, approximate stationing or other sub-element of the Work.

The graphic network diagram shall include for each activity, the description, activity number, the estimated duration in Days, and all activity relationship lines.

The network diagram shall be drawn for the early start of activities. All significant Submittals shall be scheduled along with manual Submittals and training on all large or critical pieces of equipment. If the precedence technique is utilized, the schedule project shall include a calendar in Work Days, a network report sorted by early start and a logic table report sorted by preceding Work item. If the arrow technique is utilized, the schedule report shall include a calendar in Work Days, a network report sorted by early start, a network report sorted by I-J numbers, and a network sorted by slack time and I-J numbers.

2. The critical path shall be shown on all reports and on the graphic network diagram. The activities which constitute the critical path shall be identified.

3. The mathematical analysis of the network diagram shall include a tabulation of each activity. The following information shall be furnished as a minimum for each activity:
(a) preceding and following event numbers
(b) activity description and number
(c) estimated duration of activities
FOR
(d) earliest start date (by calendar date)

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (e) earliest finish date (by calendar date)
(f) actual start date (by calendar date)
(g) actual finish date (by calendar date)
(h) latest start date (by calendar date)
(i) latest finish date (by calendar date)
(j) slack or float
(k) percentage of activity completed

4. The program shall be capable of accepting revised completion dates as modified by approved time adjustments and recomputations of all tabulation dates and float accordingly.

5. Submission and review of the system shall be as follows:
(a) The complete network analysis system, consisting of the detailed network mathematical analysis and network diagrams, shall be submitted within thirty (30) Days after receipt of the Notice to Proceed.
(b) The Contractor shall participate in a review and evaluation of the proposed network diagrams and analysis by the Director. Any revisions necessary as a result of this review shall be resubmitted for review by the Director within ten (10) Days. When completed, the favorably reviewed schedule shall then be the schedule to be used by the Contractor for planning, organizing and directing the Work and for reporting progress. If the Contractor thereafter desires to make significant changes in its method of operating and scheduling, the Contractor shall notify the Director in writing stating the reasons for the change. (c) The Contractor shall submit at monthly intervals a report of the FOR
actual construction progress. Each monthly report shall cover a period of approximately thirty

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (30) Days ending around the 20th of each month. The monthly reports shall be submitted within ten (10) Days of the end of the reporting period.
(1) If the project is proceeding on schedule, the monthly update report may consist of a marked-up copy of the graphical network diagram. This submittal shall clearly indicate the status of any minor shifts in sequence or schedule and the estimated completion date or percent complete of all activities currently in progress. The Contract completion date shall also be indicated. The Contractor shall submit a narrative report relating to status of construction, the schedule, and factors which may affect the remainder of the schedule. The report shall show the activities or portions of activities completed during the reporting period. The report shall state the percentage of the Work actually completed and scheduled as of the report date and the progress along the critical path in terms of Days ahead or behind the allowable dates. (2) If, in the opinion of the Director, the project is behind schedule, the monthly report shall include a revised network diagram and/or mathematical analysis showing the Contractor's proposed revised schedule. An analysis of the effect that the delay has on progress along other paths shall also be included in the report. The Contractor shall also submit a narrative report with each updated analysis which shall include but not to be limited to a description of current and anticipated problem areas, delaying factors and their impact, and an explanation of corrective actions taken or proposed.
(3) Periodic report shall be submitted in sufficient copies to cover Contractor needs plus five (5) copies and an available electronic copy to be FOR
retained by the Director.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

6. To the extent that the favorably reviewed initial Construction Schedule, or revisions thereto, indicate anything not jointly agreed upon, it shall be deemed to be not favorably reviewed by the Director. Any omission of Work from the detailed schedule, otherwise required for Contract compliance, will not excuse the Contractor from completing such Work within any applicable completion date. The CPM schedule shall be generated by computer methods.

C. Schedule Review. Once each month, on a date mutually agreed upon, but no later than seven (7) business days after the monthly schedule progress report date, a Work Site meeting will be held to review the Construction Schedule and job progress. The Contractor shall also attend weekly meetings scheduled by the Director to review the progress of the Work in the preceding week and in the subsequent week, coordinate the Work with public agencies or other Contractors as required, and allow the Director to plan his or her activities for testing, inspection, etc.

D. Schedule Revisions. The conditions under which the Director will require revisions of the Construction Schedule include the following:

1. When delay in completion of any Work item or sequence of Work items results in an estimated extension of project completion by either twenty (20) business days or by ten percent (10%) of the remaining duration of time to complete the Contract, whichever is less.

2. When delays in Submittals or deliveries make replanning or rescheduling of the Work necessary.

3. When the schedule does not represent actual prosecution and FOR
progress of the Work.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

4. When any change to the sequence of activities, the completion date for major portions of the Work, or when changes occur which affect the critical path.

5. When Contract Amendments or a Change Order necessitates schedule revision, the Contractor shall submit a schedule analysis of all Change Order Work with its proposal.

E. Cash Flow Projection. A cash flow projection shall be submitted with the Construction Schedule. This cash flow projection shall be revised and resubmitted when revisions of the Construction Schedule will result in changes to the projected cash flow.

F. Schedules showing project completion dates earlier than specified in the Supplemental Conditions will be rejected unless justification can be provided for early completion.
6-1.05 SCHEDULE OF VALUES. Prior to preparation of the first estimate for a progress payment, the Contractor shall submit for favorable review by the Director a detailed Schedule of Values or cost breakdown of the Work under each bid item awarded. The breakdown will then become the basis for partial payment determination. Elements of Work shall be grouped by structure, pipeline, system, etc. Within each grouping, Work should be itemized by readily measurable quantities of Work complete in place. For example, concrete should be in units of cubic yards including form Work and reinforcing steel. Move-on costs, bond and insurance costs, and Overhead costs shall not be considered an item of cost for this purpose but shall be prorated over items of Work. In the event the Schedule of Values is not favorable reviewed by the Director, another Schedule of Values shall be submitted that is mutually acceptable to the Contractor and the Director.

FOR
6-1.06 CITY’S RIGHT TO STOP WORK. The Director shall have the

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] authority to order the Contractor, in writing, to suspend the Work wholly or in part, for such period as the Director may deem necessary due to the failure on the part of the Contractor to correct Work that is not in accordance with the requirements of the Contract Documents or if Contractor persistently fails to carry out Work in accordance with the Contract Documents.

The Contractor shall immediately comply with the written order of the Director to suspend the Work wholly or in part. The suspended Work shall be resumed when conditions are favorable and methods are corrected, as ordered or approved in writing by the Director.

Any stoppage of work under this section shall be at the Contractor’s sole expense, and the Contractor shall have no claim against the City based on the Contractor’s failure to perform the Work in accordance with the Contract Documents.

In addition to the City’s right to stop Work, the City may order the Contractor to submit to the City at no additional cost to the City, additional information concerning Contractor’s planned Work if the Contractor fails to promptly correct Work that is not in accordance with the requirements of the Contract Documents or persistently fails to carry out Work in accordance with the Contract Documents. The additional information ordered by the City may include, but is not limited to, preparation of Submittals or Working Drawings not otherwise required to be submitted under the Contract Documents.

In the event the City discovers that the Contractor has created an unsafe condition the City may arrange for other work forces to remedy the condition. Such remedial work shall be at the sole discretion of the City. If this action is required, the City may unilaterally terminate Work under the Contract, and will pay only for the quantities of Work actually performed, less the cost of the City’s remedial Work. In the event that Work is not halted, the Contractor must FOR
take immediate steps to correct the situation. There will be no extra payment for Work required

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] to correct unsafe conditions.

The right of the City to suspend the Work shall not give rise to a duty on the part of the City to exercise this right for the benefit of the Contractor or any other person or entity. This right shall be in addition to and not in restriction or derogation of the City’s other rights under the Contract Documents.

In the event of a suspension of Work under any of the conditions set forth in this Section 6-1.06, such suspension of Work shall not relieve the Contractor of its legal responsibilities as set forth in these General Conditions.
6-1.07 TIME OF COMPLETION. The Contractor shall complete the entire Work, including Installation, repairs, startup, troubleshooting, painting, and touchup, training, submittal or record drawings, and manuals, cleanup, demobilization, and all other Work within the number of Days set forth in the Supplemental Conditions. The time for completion includes an allowance for working time lost due to normal inclement weather.

Extensions of time may be allowed for unusual inclement weather under the provisions hereinafter described. Unusual inclement weather is weather which adversely affects “controlling” operations or the critical path of construction and which meets one of the following criteria:

A. For the particular calendar month in question, the number of individual Days with rainfall exceeding 0.10 inches exceeds the average number of such Days for that month over the immediately preceding five (5) years of record by at least three (3) Days.

B. For the particular calendar month in question, the total cumulative rainfall for that month exceeds the average cumulative rainfall for that month over the immediately FOR
preceding five (5) years of record by at least two inches (2”).

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Rainfall shall be measured at a publicly operated, maintained, and reported station in reasonable proximity to the construction site. A claim for delay shall indicate the period of rainfall which is claimed as “unusual,” the specific dates during which the unusual rainfall and subsequent wet soil conditions prevented Work, and the specific critical path tasks adversely affected by such unusual weather. A claim for delay due to unusual inclement weather shall be filed within ten (10) Days of the apparent end of the unusual inclement rainfall period, whether or not the monthly totals are available at that time. The burden of proof that weather meets the criteria for unusual weather shall be solely the responsibility of the Contractor.

It is the responsibility of the Contractor to order materials required for the Work properly and promptly on a Notice to Proceed. If evidence presented demonstrates that, in spite of the Contractor's efforts, government-established priorities controls delay material deliveries, suitable extension of time will be made.

If performance of extra Work ordered by the City or failure of the City to provide the necessary site for Installation affects construction tasks which are “controlling” or which are on the “critical path” of the Construction Schedule, suitable extensions of time will be made.

The Contractor shall not be entitled to a time extension for delays in activities on non-critical paths of the favorably reviewed schedule unless the duration of the excusable delay exceeds the total float of the activities being delayed. If the duration of an excusable delay does exceed the total float of the activities affected by the delay, the Contractor shall be entitled to an extension equal to the difference.

C. Determination that a day is a non-working day by reason of inclement weather or conditions resulting immediately therefrom, shall be made by the Director.

FOR
6-1.08 LIQUIDATED DAMAGES. It is agreed by the parties to the Contract

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] that in case all the Work called for under the Contract in all parts and requirements is not completed within the number of Days as set forth in the Supplemental Conditions, damage will be sustained by the City and that it is and will be impracticable and extremely difficult to ascertain and determine the actual damage which the City will sustain in the event of and by reason of such delay; and it is therefore agreed that the Contractor will pay to the City, the monetary amount indicated in the Supplemental Conditions in dollars (U.S.) per day for each and every calendar day of delay in completing the Work in excess of the number of Days prescribed and the number of additional calendar days, if any, authorized by Contract Change Order; and the Contractor agrees to pay said Liquidated Damages herein provided for, and further agrees that the City may deduct the amount thereof from any moneys due or that may become due the Contractor under the Contract.

It is further agreed that in case the Work is not finished and completed in all parts and requirements within the number of Days specified, the City shall have the right to increase the number of Days or not, as it may deem best to serve the interest of the City, and if it decides to increase the said number of Days, it shall further have the right to charge to the Contractor, its heirs, assigns or sureties and to deduct from the final payment for the Work all of any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other Overhead expenses which are directly chargeable to the Contract, and which accrue during the period of such extension, except that cost of preparation of final statement shall not be included in such charges.
6-1.09 DELAYS AND EXTENSIONS TO THE WORK. The Contractor must complete all Work within the time specified in the Agreement. The Contractor will be granted FOR
an extension of time and will not be assessed with liquidated damages or the cost of engineering

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] and inspection for any delay in substantially completing the Work (or parts thereof) beyond the time set forth in the Agreement, provided that such delay was caused by unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include acts of public enemy, fire, floods, abnormal weather (as described below), earthquakes, epidemics, quarantine restrictions, strikes, labor disputes and freight embargoes, fire, changes made pursuant to the provisions of “Changes in the Work” under Section 3 of these General Conditions or acts or neglect of the City not contemplated by the Contract Documents.

In all cases, any extension of time is conditioned on the following:

1. That the cause is not due to the fault or negligence of the Contractor, and the Contractor has taken reasonable precautions to prevent and minimize the effects thereof; and

2. That the Contractor notifies the Director in writing within three (3) Days from the beginning of such delay specifying the nature of the delay and the measures that have been or will be taken to prevent or minimize the delay. Failure to submit written notice within this time period shall constitute an absolute waiver of any claim for a time extension.

No extension of time will be granted for a delay caused by a shortage of materials, unless the Contractor furnishes to the City documentary proof that it has diligently made every effort to obtain such materials from all known sources within reasonable reach of the work and further proof, as acceptable to the Director, that the inability to obtain such materials when originally planned did in fact cause a delay in Final Completion of the entire Work which could not be compensated for by revising the sequence of the Contractor’s operations. Only the physical FOR
shortage of material will be considered as a cause for extension of time, and no consideration

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] will be given to any claim that material could not be obtained at a reasonable, practical or economical cost or price, unless it is shown to the satisfaction of the City that such material could have been obtained only at exorbitant prices entirely out of line with current rates, taking into account the quantities involved and the usual practices in obtaining such quantities.

No extension of time will be granted for a delay caused by Contractor’s staff turnovers, understaffing or insufficient quantity of qualified staff able to perform the necessary work.

The term “shortage of materials,” as used in this section, shall apply only to materials, articles, parts or equipment which are standard items and shall not apply to materials, parts, articles or equipment which are processed, made, constructed, fabricated or manufactured to meet the specific requirements of the Contract Documents.

No extensions of time will be granted for delays that have no measureable impact on the completion of the Work (or parts thereof) under the Contract Documents. When extensions of time are granted, they will be limited to the period equivalent to the actual number of Days lost on the critical path or controlling operations of the Construction Schedule, taking into account the extent to which that delay could be decreased by reasonable mitigation measures by the Contractor. All requests for extensions of time must be supported with a critical path analysis showing the critical path and impacts to it. Contractor’s failure to submit this analysis will be sufficient cause for denial of any request for a time extension.

Within a reasonable period of time after the Contractor submits the notice and information required by this section, the City will determine whether an extension of time is justified and, if so, the number of days for the extension.

Abnormal weather may be a valid basis for a time extension under the Agreement.

FOR
“Abnormal Weather” occurs when the number of days of rain above 0.5 inches in a 24 hour

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:16
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] period exceeds the average for such rainfall in a particular month as determined by the National Weather Service. The Contractor will only be entitled to, at most, a time extension for the number of days of rain exceeding the average for that month in the locale where the Work is to be performed. If delays are caused by the Contractor or those for whom the Contractor is responsible, the Contractor will only be entitled to, at most, a time extension for the number of rain days exceeding the average for the month when the Work should have been performed.

In addition, before a time extension may be granted for abnormal weather, the Contractor must establish that the rain either significantly impacted at least sixty percent (60%) of the planned work of the controlling operations for a particular day or prohibited at least five (5) hours of work on the controlling operations planned for that day. Contractor shall employ reasonably methods to mitigate the impact of abnormal weather (i.e., dewatering, protection of site, etc.) The occurrence of rain during non-work hours or having minimal impact to work on the controlling operation shall not constitute a day of abnormal weather.

In the event that the project experiences favorable weather for a particular month (e.g., the number of actual rain days in a month less than that indicated above for allowable rain days per months), the additional float resulting from such favorable weather shall accrue to the project.

Any Contractor claim for damages or additional compensation based on delay shall be limited to only those circumstances where the Contractor has fulfilled each of the following three (3) requirements:

1. Contractor has established its entitlement to a time extension pursuant to the provisions described above regarding delay and extensions to the Work.

FOR

2. The delay was caused solely by the City’s issuance of changes made pursuant to the

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:17
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] provisions of “Changes in the Work” under Section 3 of these General Conditions or by acts or neglect of the City.

3. The delay was unreasonable under the circumstances and not within the contemplation of the parties.

It is expressly understood and agreed that delays caused by the City will be noncompensable when there are concurrent delays caused by the Contractor. Also, the Contractor shall have no entitlement to additional compensation for any delay where there have been concurrent delays caused by non-compensable delays, including, but not limited to, fire, floods, earthquakes, epidemics, quarantine restrictions, strikes, labor disputes, and freight embargoes.

Contractor’s damages and/or additional compensation for delays will consist solely of the extended costs of maintaining the Contractor’s Work Site presence. The Contractor will not be entitled to any extended home office overhead.

Compensation for idle time of equipment will be determined in the same manner as determinations are made for equipment used in the performance of extra work paid for on a Force Account basis with the following exceptions:

1. The time for which compensation will be paid will be the actual normal working hours during which such delay conditions exists, but in no case will exceed eight (8) hours in any one day.

2. The days for which compensation will be paid will be each calendar day of the work week (defined elsewhere in the Contract Documents) and Legal Holidays, during the existence of such delay, except that when rental of the equipment is paid for under the provisions in Section 3-1.06C, “Force Account Payment – Equipment,” of these FOR
General Conditions, no payment will be made for delays in accordance with the

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:18
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] provisions of this section.

Actual loss shall be understood to include no items of expense other than idle time of personnel, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment will be determined as provided in this section and compensation for idle time of personnel will be determined pursuant to Section 3-1.06A, “Force Account Payment – Labor,” of these General Conditions. No markup will be added in either case for Overhead and profit.

The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work as provided pursuant to “Changes to the Work” elsewhere in the Contract Documents. 6-1.10 TERMINATION.
6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF
CITY. The Department reserves the right to terminate the Contract at any time and for any reason if the Director determines that to do so would be in the best interest of the City. Any termination which is not based on the circumstances set forth in Section 6.1-10B below shall be effected by delivery to the Contractor of a Notice of Termination specifying the extent to which performance of Work under the Contract is terminated, and the date upon which such termination becomes effective.

Upon the Contractor’s receipt of a written Notice of Termination for convenience, the Contractor shall cease Work as to those portions of the project so terminated and shall undertake the steps outlined in Section 6-1.10B below.

1. Acceptance of the Contract as hereinafter specified shall not relieve the Contractor of responsibility for damage to materials except as follows:
a. The Contractor's responsibility for damage to materials for which partial FOR
payment has been made as provided in Section 7-1.07, “Progress

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:19
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Payments,” of these General Conditions and for materials furnished by the City for use in the Work and unused shall terminate when the Director certifies that such materials have been stored in the manner and at the locations he or she has directed.
b. The Contractor's responsibility for damage to materials purchased by the City subsequent to the issuance of the notice that the Contract is to be terminated shall terminate when title and delivery of such materials has been taken by the City.
c. When the Director determines that the Contractor has completed the Work under the Contract directed to be completed prior to termination and such other Work as may have been ordered to secure the project for termination, the Contractor will recommend that the City formally accept the Work, and immediately upon and after such Acceptance by the City, the Contractor will not be required to perform any further Work thereon and shall be relieved of its contractual responsibilities for injury to persons or damage to property which occurs after the formal Acceptance of the project by the City.

2. The total compensation to be paid to the Contractor shall be determined by the Director on the basis of the following:
a. The reasonable cost to the Contractor, without profit, for all Work performed under the Contract, including mobilization, demobilization and Work done to secure the project for termination. Reasonable cost will FOR
include a reasonable allowance for project Overhead and general

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:20
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] administrative Overhead not to exceed a total of seven percent (7%) of Direct Costs of such Work.
b. A reasonable allowance for profit on the cost of the Work performed as determined under subsection (a), provided the Contractor establishes to the satisfaction of the Director that it is reasonably probable that it would have made a profit had the Contract be completed and provided further, that the profit allowed shall in no event exceed four percent (4%) of said cost. c. The reasonable cost to the Contractor of handling material returned to the vendor, delivered to the Department or otherwise disposed of as directed by the Director.
d. A reasonable allowance for the Contractor's administrative costs in determining the amount payable due to termination of the Contract.

All records of the Contractor and the Contractor's Subcontractors, necessary to determine compensation in accordance with this Section, shall be open to inspection or audit by representatives of the Department at all times after issuance of the notice that the Contract is to be terminated and for a period of three (3) years, and such records shall be retained for that period.

After Acceptance of the Work by the Director, the Director may make payments on the basis of interim estimates pending issuance of the Final Statement, when in his or her opinion the amount thus paid, together with all amounts previously paid or allowed, will not result in total compensation in excess of that to which the Contractor will be entitled. All payments, including payment upon the Final Statement, shall be subject to deduction for prior payments and amounts, FOR
if any, to be kept or retained under the provisions of the Contract.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:21
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] In the event that the City terminates this Contract under Section 6-1.10B below and it is determined for any reason that there was not sufficient cause to do so, the City’s termination automatically will convert to a termination for convenience under this section and the terms and conditions outlined in this section automatically will be applied to effectuate the Contract termination. Thus, damages to which a Contractor may be entitled as a result of an improper default termination will be limited to the amounts provided for in this section.

The provisions of this section shall be included in all subcontracts. 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE. An
“Event of Default” as referred to in this section shall occur if the Contractor:

1. Fails to maintain progress of the Work in accordance with the requirements of the Contract Documents; or

2. Fails to prosecute the Work or any of its components in accordance with the Contract Documents; or

3. Persistently or repeatedly fails or refuses to supply sufficient properly skilled workers or proper material to permit the performance of the Work in accordance with the Contract Documents; or

4. Fails to make prompt payment to Subcontractors or Suppliers in accordance with the respective agreements between the Contractor and the Subcontractor and Contractor and Supplier; or

5. Fails to comply with applicable laws, ordinances or rules, regulations or orders of a public authority having jurisdiction over the Work; or

6. Abandons, assigns or sublets the Contract without approval of the City; or FOR

7. Becomes bankrupt or is subject to appointment of a receiver on behalf of the

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:22
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Contractor; or

8. Otherwise is guilty of a substantial breach of a provision of the Contract Documents.

Upon the City’s reasonable belief that there has been an Event of Default by the Contractor, the City may elect to give the Contractor written notice thereof. The Contractor thereafter shall cure the default as soon as possible and in no event after ten (10) Days from the Contractor’s receipt of the City’s written notice.

If the Contractor does not timely cure its default, the City may, without waiver of any of its other rights and remedies, elect to terminate the Contract, or portion thereof.

Upon the City’s election to terminate the Contract, or portion thereof, the City shall have the right to complete the Work, or portion involved, by whatever means and methods it deems expedient, including the hiring of others on such terms as the City deems advisable. The City shall have the right to take possession of the Contractor’s materials, plant, tools, equipment and property of any kind provided by or on behalf of the Contractor for the purpose of the Work, or a portion of them, without being responsible to the Contractor for wear and tear. The Contractor shall have no rights in such property during its use by the City. The City shall not be required to obtain the lowest prices for completing the Work or a portion of it but shall make such expenditures as, in the City’s sole judgment, best accomplish such completion.

The expense of completing such Work or portion thereof, together with a reasonable charge for engineering, managerial and administrative services, as certified by the City, shall be charged to the Contractor, and the expense so charged shall be deducted by the City out of such monies as may be due or may at any time thereafter become due to the Contractor. In case such expense is more than the sum which otherwise would have been payable to the Contractor under FOR
the Agreement, then the Contractor or its surety or sureties shall promptly pay the amount of

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:23
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] such excess so due. When the City terminates the Contract under this section, the Contractor shall not be entitled to receive any further payments until the Work is completed and there has been a final settlement of costs of completing the Work covered by such notice of default.

The City will issue to the Contractor a written notice specifying that the Contract, or portion thereof, is terminated. Upon receipt of said written notice and, except as otherwise directed in writing by the City, the Contractor shall:

1. Stop all Work under the Contract; or if partial termination, stop Work relating to the terminated portion of the Agreement;

2. Perform Work the City deems necessary to secure the Work Site for termination including measures to leave the Work Site in a safe condition;

3. Remove equipment from the site of Work, as specified by the City;

4. Take such action as is reasonably necessary to protect materials from damage;

5. Notify all Subcontractors and Suppliers that the Contract or portion thereof is being terminated and that their contracts or orders are not to be further performed unless otherwise authorized in writing by the City;

6. Provide the City with an inventory list of all materials previously produced, purchased or ordered from Suppliers for use in the Work and not yet used in the Work, including its storage location, and such other information as the City may request;

7. Dispose of materials not used in the Work as directed by the Director. It shall be the Contractor’s responsibility to provide the City (a) with good title to all materials purchased by the City hereunder, including materials for which partial payment has FOR
been made by the City and (b) with bills of sale or other documents of title for such

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 6:24
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] materials;

8. Subject to the prior written approval of the City, settle all outstanding liabilities and all claims arising out of Subcontractors or orders for materials terminated hereunder.

To the extent directed by the City, the Contractor shall assign to the City all rights, title and interests of the Contractor under subcontracts or orders for materials terminated hereunder. The City shall be at liberty to negotiate with and engage any Subcontractors who had contracted with the Contractor for the Work;

9. Furnish the City with the documentation required to be furnished by the Contractor under the provisions of the Contract Documents, including, on projects as to which Federal funds are involved, all documentation required under the Federal requirements included in the Agreement; and

10. Take such other actions as the City may direct.

If only a portion of the Work has been terminated, the Contractor shall perform the remainder of the Work in conformity with the Contract Documents and in such a manner as not to interfere with the City or others in their performance and completion of the portion of the Work which was terminated.

The City may recover from the Contractor the amount of any loss or damage, including consequential damages, suffered or incurred as a result of the Contractor’s default.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 7

ACCEPTANCE AND PAYMENT
7-1.01 ACCEPTANCE. When the Contractor believes that the entire Work is fully and finally completed, including the satisfactory completion of inspections, tests, and documentation specified in the Contract Documents and completion of all punch list and cleanup items, the Contractor shall submit to the City a written request for final Acceptance within fifteen (15) Days thereafter, specifying that the Work is fully and finally completed and the date on which it was completed. Within thirty (30) Days after receipt of the request for final Acceptance, the City will inspect the Work and will either:

1. Reject the request for final Acceptance, specifying the defective and/or uncompleted portions of the Work; or

2. Notify the Contractor that the Work will be accepted by Resolution of the City Council of the City of Roseville, and a Notice of Completion will be caused to be recorded by the City Clerk; or

3. Notify the Contractor that the Work has been accepted by the City but no Notice of Completion will be recorded.

If the City rejects the request for final Acceptance, the Contractor shall promptly remedy the defective and/or uncompleted portions of the Work. Thereafter, the Contractor shall again submit a written request for final Acceptance of the Work, specifying a new date based on the date the defective and/or uncompleted portions of the Work were corrected. Thereafter, the foregoing procedure shall apply successively until the City has verified that the Work is fully and FOR
finally completed and accepted the Work by Resolution of the City Council or by written

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] notification from the Director. Immediately upon such Acceptance, the Contractor shall be relieved of the duty of maintaining the Work as a whole.

All warranties commence upon final Acceptance of the Work. The City’s final Acceptance of the Work shall not be construed as an acceptance by the City of any latent defects discovered with regard to the Contractor’s work. Furthermore, Contractor’s obligations under Section 5-1.22 “Responsibility for Damage and Indemnification” shall still remain applicable after the City’s grant of final Acceptance of the Work.

Prior to final Acceptance, the Contractor shall submit to the City the Record Documents and Operation and Maintenance Manuals as specified in the Contract Documents. 7-1.02 SCOPE OF PAYMENT. The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed Work and for performing all Work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the Work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the Work until the Acceptance by the Director and for all risks of every description connected with the prosecution of the Work, also for all expenses incurred in consequence of the suspension or discontinuance of the Work as provided in the Contract; and for completing the Work according to the Contract. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective Work or material.

No compensation will be made in any case for loss of anticipated profits. 7-1.03 NOTICE OF POTENTIAL CLAIM. The Contractor shall not be FOR
entitled to the payment of any additional compensation for any act or failure to act by the City,

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless the Contractor has given the City due written Notice of Potential Claim as hereinafter specified, provided, however, that compliance with this Section 7-

1.03 shall not be a prerequisite as to matters within the scope of the notice provisions in Section 6-1.07, “Time of Completion,” or the notice provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions, nor to any claim which is based on differences in measurement or errors of computation as to correct quantities.

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 seven (7) 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 complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) 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 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 FOR
dispute resolution process in a diligent and timely manner as directed by the City, and shall be

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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 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.

FOR
The City will review any timely Notice of Potential Claim and supporting information

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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 General Conditions, including but not limited to Section 7-1.04.

It is the intention of this Section 7-1.03 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 it 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. 7-1.04 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.

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) 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 FOR
is undisputed. If the City does not respond to a Claim from the Contractor within the time

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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) 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) 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 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 sixty (60) Days after the City 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 qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 7-1.05 below.

FOR
7-1.05 DISPUTE RESOLUTION PROCEDURE. All Claims not resolved

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GC - 7:7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pursuant to Section 7-1.04, shall be resolved pursuant to Public Contract Code Section 10240, et seq.
7-1.06 STOP PAYMENT NOTICES. The City, by and through the Department or other appropriate office or officers, may at its option and at any time retain out of any amounts due the Contractor, sums sufficient to cover claims, filed pursuant to Civil Code Section 9350, et seq., including an amount to provide for the reasonable cost of any litigation thereunder. 7-1.07 PROGRESS PAYMENTS. Within fifteen (15) Days after the effective date in the Notice to Proceed, but in any event prior to Contractor’s first Application for Payment, the Contractor shall submit to the City a detailed Schedule of Values.

Upon its approval, the Schedule of Values will form a basis for determining the compensation payable to the Contractor based on its actual progress of Work with respect to each Lump Sum bid item. The City, prior to any progress payment being made, must approve the Schedule of Values.

At the Director’s discretion the approved Schedule of Values may be used as the basis for calculating the adjustment in compensation for a lump sum bid item due to changes ordered by the Director. When an ordered change increases or decreases the quantities shown in an approved Schedule of Values, at the Director’s discretion, the adjustment in compensation may be determined in the same manner specified for increases and decreases in the quantity of a bid item of work in accordance with Section 3-1.05(B), “Contract Price Adjustment,” of these General Conditions.

The Contractor once in each month shall submit an Application for Payment, for approval by the Director. Contractor’s Applications shall be based on the Schedule of Values submitted to FOR
the City. These applications shall be supported by: (1) documentation requested by the City to

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] substantiate the payment request; (2) statutory releases from Contractor and all Subcontractors and suppliers pursuant to Civil Code Sections 8132 and 8138; and (3) certified payroll records for the period for which payment is requested. Specifically, the Contractor will submit conditional waivers upon progress payment executed by all contractors and suppliers that will be receiving sums sought in the instant payment request and also submit unconditional waivers upon progress payment executed by all contractors and suppliers that have been paid to the date of the payment request. The Contractor shall certify that the Work for which payment is requested has been accomplished. When requested by the City, the Contractor shall submit receipts, invoices and other documentation that the City requires to be furnished for purpose of evaluating the application.

The City will pay the Contractor within thirty (30) Days after its receipt of an undisputed and properly submitted Application for Payment, after deducting all previous payments, retention, and other sums as described in the Contract Documents. Within seven (7) Days of its receipt of the Contractor’s Application for Payment, the City will determine whether it complies with the provisions of the Contract Documents. As appropriate, the City will return the application to the Contractor accompanied by a document prepared by the City setting forth the reasons for the rejection. Thereafter, the Contractor shall correct and resubmit the Application for Payment. Progress payments may be withheld for Work that is not performed in accordance with the Contract Documents.

The City may deduct the following from each progress payment:

1. An amount equal to one hundred and twenty-five percent (125%) of the amount claimed under any stop payment notice or other lien filed against the Contractor, FOR
which includes an amount to provide for the reasonable cost of any litigation

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GC - 7:9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] thereunder.

2. Any Liquidated Damages or Assessments that have accrued as of the date of the Application for Payment.

3. Any sums expended by the City in performing any of the Contractor’s obligations under the Agreement that the Contractor has failed to perform.

4. Any other sums that the City is entitled to recover from the Contractor under the terms of the Contract including damages to the City’s property.

5. The failure of the City to deduct any of the above identified sums from a progress payment shall not constitute a waiver of the City’s right to such sums.

No such estimate or payment shall be construed to be an acceptance of any defective Work or improper materials.

Under no circumstances will the City make payment to unlicensed Contractors. As a condition of payment, the Contractor is required to maintain the applicable Contractor’s license as identified in the Notice to Contractors for the duration of the Work. 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND.

Partial payments may be made to the extent of seventy-five percent (75%) of the cost of materials and equipment plus delivery to be incorporated in the Work, provided that such materials and equipment meet the requirements of the Contract Documents and are delivered to acceptable sites on the plant site or at other sites in the vicinity that are acceptable to the City and only with the prior written approval by the City. Such delivered costs of stored or stockpiled materials and equipment may be included in the next progress payment after the following conditions are met:

FOR
A. Equipment and materials will only be eligible if given conditional or final

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Acceptance by the Director and are in apparent compliance with favorably reviewed Submittals.

B. Only equipment or materials which have received favorable review of Shop Drawings will qualify.

C. The material or equipment has been stored or stockpiled adequately protected against damage in a manner acceptable to the Director at an approved site.

D. The Contractor has furnished the Director with acceptable evidence of the quantity and the quality of such stored or stockpiled materials or equipment with identification of where they will be incorporated into the project with Specification reference.

E. The Contractor has furnished the Director with satisfactory evidence that the material or equipment and transportation costs have been paid.

F. The Contractor has furnished the City legal title (free of liens or encumbrances of any kind) and lien releases to the material or equipment so stored or stockpiled.

G. The Contractor has furnished the City evidence that the material or equipment so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the Work.

It is understood and agreed that the transfer of title and the City payment for such stored or stockpiled materials or equipment shall in no way relieve the Contractor of its responsibility for furnishing and placing such materials or equipment in accordance with the requirements of the Contract Documents.

In no case will the amount of progress payments for materials or equipment on hand exceed the Contract Price for such materials or equipment or the Contract Price for the Contract item in which the material is intended to be used.

FOR
No partial payment will be made for stored or stockpiled living or perishable plant

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] materials.

The Contractor shall bear all costs associated with the progress payment of stored or stockpiled materials or equipment in accordance with the provisions of this Section. 7-1.09 RETENTION ON PROGRESS PAYMENTS. From each progress payment estimate, five percent (5%) will be deducted and held in retention by the City. The remainder, less any deductions described in Section 7-1.07, “Progress Payments,” of these General Conditions, will be paid to the Contractor as progress payments.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit Securities in lieu of retention payments by the City. Upon the Contractor’s request, the City will make payment of funds withheld from progress payments, pursuant to the requirements of California Public Contract Code Section 22300, if the Contractor deposits in escrow with the City or with a bank acceptable to the City, securities eligible for investment under California Government Code Section 16430, bank or savings and loan certificates of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City, upon the following conditions:

1. The Contractor shall bear the expenses of the City and the escrow agent in connection with the escrow deposit made.

2. Securities or certificates of deposit to be placed in escrow shall be of a value at least equivalent to the amounts of retention to be paid to the Contractor pursuant to this section.

3. Contractor shall enter into an escrow agreement satisfactory to the City, which agreement shall be substantially similar to the form provided in FOR
California Public Contract Code section 22300.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

4. The Contractor shall obtain the written consent of the surety to such agreement.
7-1.10 FINAL PAYMENT. Final payment will be made only after Contractor has achieved Final Completion of the Work pursuant to the provisions of Section 7-1.01, “Acceptance,” of these General Conditions. Before final payment can be made, the Contractor shall have furnished the City with the following:

1. All Record Documents, catalogues, instruction sheets and information as required by the Contract Documents.

2. Conditional Waivers and Releases Upon Final Payment executed by Contractor and all Subcontractors and Suppliers, as provided by Civil Code Section 8136. Unconditional Waivers and Releases Upon Final Payment, as provided in Civil Code Section 8138, executed by Contractor and all Subcontractors and Suppliers, must be provided for all Subcontractors and Suppliers that have been paid in full.

Within thirty (30) Days of the date of the City’s Acceptance of the Work, the Contractor shall prepare and submit a Final Invoice, showing the proposed total amount due the Contractor, segregated by Bid item quantities, Change Order Work, and other basis for payments; deductions made or to be made for prior payment; and amounts previously retained. Prior invoices and payments shall be subject to correction in the proposed Invoice for Final Payment. Payments to the Contractor will be made only for actual quantities of the Contract items of work constructed in accordance with the Contract Documents.

The City will review the Contractor’s proposed Final Invoice and necessary changes or FOR
corrections will be forwarded to the Contractor. Within ten (10) Days thereafter, the Contractor

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] shall submit a revised proposed Final Invoice incorporating changes or corrections made by the City together with any new claims resulting therefrom. Upon approval by the City, the corrected proposed Final Invoice will become the approval Final Invoice.

If agreements are reached on all questions regarding the Final Invoice, the City will pay the entire sum found due on the approved application. However, the City will withhold sums sufficient to pay all unsettled claims for which stop payment notices have been filed pursuant to Section 9350, et seq. of the California Civil Code, together with the reasonable cost of any litigation thereunder.

Final payment will be made within thirty (30) Days after receipt of an approved Final Invoice and other required Submittals referenced above or within sixty (60) Days after Acceptance of the work by the City, whichever is later, provided, however, that if an approved Final Invoice has not been submitted within sixty (60) Days after Acceptance of the Work by the City, the City may elect to make payment of sums not in dispute without prejudice to the right of either the City or the Contractor in connection with such disputed sums. Notwithstanding the foregoing, if a Notice of Completion is recorded, final payment shall not be made prior to the expiration of the thirty-five (35) calendar day lien period. The start of this lien period is the date the Placer County Recorder’s Office records the Notice of Completion.

The City may withhold from the Final Payment an amount not to exceed one hundred fifty percent (150%) of any amount in dispute between the City and the Contractor.

The making of Final Payment shall not operate to release the Contractor or its sureties from obligations arising under the Contract, the Contract bonds and warranties as herein provided. Specifically, the making of final payment shall not constitute a waiver and release of FOR
claims by the City arising from:

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

1. Unsettled or future liens;

2. Failure of the Work to comply with the requirements of the Contract Documents;

3. The terms of any warranties required by or contained in the Contract Documents;

4. The right to any insurance proceeds or the right to make any insurance or bond claims;

5. Any claims with respect to Contractor’s obligations of indemnity with respect to claims asserted by third parties; or

6. Any latent deficiencies with the Work or Contractor’s fraud. 7-1.11 CLERICAL ERRORS. Notwithstanding the provisions of Section 7-

1.10, “Final Payment,” of these General Conditions, for a period of three (3) years after Acceptance of the Work, all estimates and payments made pursuant to said Section 7-1.10, are subject to correction for clerical errors in the calculations involved in the determination of quantities and payments. The Contractor and the City agree to pay to the other any sum due under the provisions of this Section 7-1.11, provided, however, if the total sum to be paid is less than $100, no such payment shall be made.
7-1.12 WARRANTY. Notwithstanding inspections and Acceptance by the City of Work furnished under the Contract Documents, the Contractor hereby unconditionally guarantees that all materials and equipment furnished will be of good quality and new, that the Work will be free from defects in workmanship and materials and that the Work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, FOR
including substitutions not properly approved and authorized, may be considered defective.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] This warranty by the Contractor is in addition to any warranties or guarantees required elsewhere in the Contract Documents. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained in such separate warranties furnished by manufacturers or suppliers.

The Contractor hereby agrees to repair or replace any and all Work, together with any other adjacent Work which may be displaced in so doing, that may prove to be not in accordance with the requirements of the Contract or that may be defective in its workmanship or material during the greater of a period of one (1) year after Acceptance of the Work by the City or the period specified in the Special Conditions, without any expense whatsoever to the City, ordinary wear and tear and unusual abuse or neglect excepted.

The Contractor further agrees, that within ten (10) Days after being notified in writing by the Department of any Work not in accordance with the requirements of the Contract Documents or of any defects in the Work, the Contractor will commence and prosecute with due diligence all Work necessary to fulfill the terms of this warranty, and to complete such Work within a reasonable period of time. In the event Contractor fails to comply, it does hereby authorize the Department to proceed to have such Work done at the Contractor's expense and the Contractor will honor and pay the cost and charges therefore upon demand. The Department shall be entitled to all costs and expenses, including reasonable attorneys’ fees, necessarily incurred upon the Contractor's refusal to honor and pay the above costs and charges.

All warranties set forth in the Contract Documents shall be deemed cumulative and not alternative or exclusive. Nothing contained in this section shall be construed to establish a period of limitation with respect to any other obligation, which Contractor has under the Contract FOR
Documents or under any separate warranty or guaranty required thereby. The establishment of a

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:16
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] specific warranty period relates only to the specific obligation of Contractor to correct defective Work, and it has no relationship to the time within which its obligation to comply with the Contract Documents or applicable provision of law may be sought to be enforced, nor to the time within which proceedings may be commenced to establish Contractor’s liability with respect to its obligations other than specifically to correct the Work. Without limiting the foregoing, it is understood and agreed that Contractor shall remain responsible for latent defects with its work, regardless of the expiration of any warranty period set forth in the Contract Documents. 7-1.13 WARRANTY OF TITLE. No material, supplies, or equipment for the Work under this Contract shall be purchased subject to any chattel mortgage, security agreement, or under a conditional sale or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants good title to all material, supplies, and equipment Installed or incorporated in the Work and agrees upon completion of all Work to deliver the Premises, together with all improvements and appurtenances constructed or placed thereon by it, to the City free from any claim, liens, security interest, or charges, and further agrees that neither the Contractor nor any person, firm, or corporation furnishing any materials or labor for any Work covered by this Contract shall have any right to a lien upon the Premises or any improvement or appurtenances thereon. Provided, that this shall not preclude the Contractor from Installing metering devices and other equipment of utility companies, the title of which is commonly retained by the utility company. In the event of the Installation of any such metering device or equipment, the Contractor shall advise the City as to the legal owner thereof. Nothing contained in this paragraph, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection or any rights under FOR
any law permitting such persons to look to funds due the Contractor in the hands of the City.

BIDDING ONLY NOT FOR CONSTRUCTION

GC - 7:17
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The provisions of this paragraph shall be inserted in all subcontracts and material Contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal Contract is entered into for such materials.
[END OF GENERAL CONDITIONS]

FOR BIDDING ONLY NOT FOR CONSTRUCTION

[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

SUPPLEMENTAL CONDITIONS
Project: Woodbridge Park Tennis & Pickleball Court Renovation

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Scope of Supplemental Conditions

1. The Work shall be performed in accordance with the General Conditions and Department Standards, except as the General Conditions may be modified by the following additional City Standards, incorporated herein by this reference, if so indicated.

COMMUNITY DESIGN GUIDELINES
311 Vernon Street, Roseville, CA 95678

SPECIFICATIONS FOR COMMERCIAL

CONSTRUCTION (ELECTRIC)
2090 Hilltop Circle, Roseville, CA 95747

PARKS CONSTRUCTION STANDARDS
316 Vernon Street, Suite 400, Roseville, CA 95678

DESIGN AND CONSTRUCTION STANDARDS
311 Vernon Street, Roseville, CA 95678
OTHER
Above documents are available at: www.roseville.ca.us.

2. Numbering in these Supplemental Conditions conforms to that in the General Conditions. The existence of a section in these Supplemental Conditions means that the corresponding section in the General Conditions is modified in some respect. Unless otherwise specified, the modified General Condition is deleted entirely and the provisions of these Supplemental Conditions are substituted.

X
X

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 1. DEFINITIONS AND TERMS
1-1.24 DEPARTMENT. Section 1-1.24 of the General Conditions is amended to include the following:

The Department for Contract Administration is the PARKS, RECREATION, & LIBRARIES Department of the City of Roseville.

1.1.56 A Class "A" General Engineering license is
preferred. A Class "B" General Building or Class "C27" Landscaping license is allowed if, 1) a QUALIFIED BIDDERS.
majority of work is performed by the general contractor; 2) the general contractor has successfully completed other park work equal to the size and scope of the current project within the last three years; and 3) qualified subcontractors for specialties are used.

1.1.57 QUALIFIED SUBCONTRACTOR. A licensed contractor in good standing whose trade is required in order to complete the project outline in the plans and specifications and with a minimum of three years experience for work of similar size and scope.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 2. CONTROL AND SCOPE OF THE WORK
2-1.08 SUBMITTALS. Section 2-1.08 of the General Conditions is amended to include the following:

The time allowed for review of each submittal is 10 Days after receipt of the submittal by the Director.

DOCUMENTS. Potential bidders are advised to obtain all
documents and specifications related to this project directly from the City of Roseville. The City of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained

2.1.28 PROJECT
through outside sources other than the City of Roseville. Furthermore, the City does not guarantee the distribution of any addendums or the accuracy of their content if obtained from a third party.

Bidders expressly assume the risk that their bid will be rejected from the use of plans and manuals obtained from third parties other than the City of Roseville

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 3. CHANGES IN THE WORK
There are no amendments to the General Conditions.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 4. CONTROL OF MATERIALS
There are no amendments to the General Conditions.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 5. LEGAL RELATIONS AND RESPONSIBILITY
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. Section 5-1.14 of the General Conditions is amended to include the following:

To the best of the City's knowledge, asbestos is not present in the vicinity of the Project. Additional information shall be made available to Contractor upon request.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 6. PROSECUTION AND PROGRESS
6-1.04 PROGRESS SCHEDULE. Section 6-1.04F of the General Conditions is amended to include the following:

Progress schedules showing project completion dates more than 0 Days earlier than specified in Section 6-1.07 shall be rejected.
6-1.07 TIME OF COMPLETION. Section 6-1.07 of the General Conditions is amended to include the following:

The Contractor shall begin Work within 10 business days after receiving a Notice to Proceed and shall diligently prosecute the Work to completion. The Work shall be completed within 45 business days of the Notice to Proceed.

If landscaping plants require an establishment period, that period will be 30 calendar days. Start of the establishment should be as outlined in the Specifications. 6-1.08 LIQUIDATED DAMAGES. Section 6-1.08 of the General Conditions is amended to include the following:

The amount of Liquidated Damages is the sum of $1,000 per Day.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SC - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 7: ACCEPTANCE AND PAYMENT
7-1.07 PROGRESS PAYMENTS. Section 7-1.07 of the General Conditions is amended to include the following:

The Contractor shall email an electronic copy of Certified Payroll Reports to the Project Manager along with each Application for Payment.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

SPEC
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

SPECIFICATIONS
Project: Woodbridge Park Tennis & Pickleball Court Renovation

FOR BIDDING ONLY NOT FOR CONSTRUCTION

Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Table of Contents

TABLE OF CONTENTS

TABLE OF CONTENTS
SECTION 00 31 46 PERMITS
SECTION 01 10 00 SUMMARY OF WORK
SECTION 01 57 23 STORM WATER POLLUTION CONTROL
SECTION 03 30 00 SITE CONCRETE
SECTION 09 91 50 OUTDOOR SPORTS COURT MARKING
SECTION 12 93 00 SITE FURNISHINGS
SECTION 31 10 00 CLEARING AND GRUBBING
SECTION 31 20 00 EARTHWORK
SECTION 32 12 16 ASPHALT CONCRETE PAVING
SECTION 32 31 13 CHAIN LINK FENCING
SECTION 33 00 00 UTILITIES

APPENDICES
A: Woodbridge Park Plans 1988 2 pages
B: Woodbridge Park Plans 1989 2 pages
C: Woodbridge Park Miscellaneous Irrigation Plans 3 pages

FOR BIDDING ONLY NOT FOR CONSTRUCTION

Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 00 31 46: Permits

SECTION 00 31 46

PERMITS
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The intent of this Section is to furnish bidders with the known list of required permits for the Work under the Contract Documents. Bidders should note that the list is not necessarily complete and that additional requirements may exist or arise.

1.02 Permits
A. The Contractor shall obtain copies of the following permits from the Project Manager. Copies of these shall be obtained prior to start of work and shall be kept on the jobsite.

B. A formal SWPPP was not required for this Project, however it is the Contractor’s responsibility to ensure compliance with the Construction General Permit to not impact the storm system, including implementation and maintenance of BMP’s as needed. The Contractor shall keep the construction area, neighboring streets, sidewalks, and landscape areas in a clean and orderly fashion at all times.

C. City of Roseville Department of Development Services, Building Permit for all structural items associated with this project, including, but not limited to, shade structures.

D. Contractor shall comply with the conditions of these permits and will be solely responsible for all costs associated with meeting permit conditions unless specifically specified otherwise in these Contract Documents.

E. A copy of the permit is included in the Appendix of the Project Manual. A trench/excavation permit must be on file with the City. Submit a copy of the notification letter to CAL OSHA, which outlines the project, and contracted scope of work.

PART 2 - PRODUCTS
Intentionally left blank.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 00 31 46: Permits

PART 3 - EXECUTION
Intentionally left blank.

END OF SECTION

FOR BIDDING ONLY NOT FOR CONSTRUCTION

Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 01 10 00: Summary of Work

SECTION 01 10 00

SUMMARY OF WORK
PART 1 - GENERAL

1.01 General
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 Project Description
A. Project Name and address:

Woodbridge Park Tennis & Pickleball Court Renovation Project 415 Sierra Boulevard, Roseville, California, 95678
B. Project description/scope of work:

The scope of this project includes but is not limited removal of existing courts and replacement with and new shaded seating area for the tennis & pickleball courts. Add alternates include the installation of protective windscreens around the perimeter of the existing tennis/pickleball fencing and for the removal and installation of new bark mulch along the frontage of Mariposa Street.

C. The Contractor, prior to submission of his bid, shall visit the site and become familiar with the physical site conditions, the plans and specifications. All existing site conditions, apparent in a detailed, on-site inspection, shall be a part of the project. Submission of a bid shall represent the Contractor’s acknowledgment of the existing site conditions and its effect on the implementation of the contract documents.

1.03 Engineering
A. Field Engineering, as a part of this contract, shall include:

1. Layout of the work and establishment of lines and grades.

2. Said work to be performed by a California Registered Civil Engineer or a California licensed Land Surveyor.

3. When discrepancies between the drawings and actual site conditions are discovered, notify the Inspector for instruction on how to proceed.

4. All work shall:
a) Establish indicated layout in relation to the property survey and existing FOR
reference points.

BIDDING ONLY NOT FOR CONSTRUCTION

Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 01 10 00: Summary of Work

b) Establish and preserve permanent reference points during the course of construction.
c) Set locations and elevations of all site elements as required for proper completion of the work.

1.04 Permits, Fees and Notices
A. The Contractor and/or his assigned Subcontractors shall obtain any and all required permits (beyond those provided in the Appendix) from all governing authorities, including other City Departments, prior to start of construction.

1.05 Construction Plans
A. Any discrepancies or omissions found in the Contract Documents shall be reported to the City’s project manager immediately. The City’s project manager will clarify discrepancies or omissions, in writing, within a reasonable time.

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

1. Notice to Contractors

2. Special Provisions

3. City of Roseville Parks Construction Standards

4. City of Roseville Design and Construction Standards

5. Drawings
Addenda shall take precedence over all sections referenced therein. Figure dimensions on Drawings shall take precedence over scale dimensions.

Detailed Drawings shall take precedence over general Drawings.

1.06 Definitions
A. The term “accepted” where used within, shall mean accepted in writing by the City of Roseville’s Project Manager.

B. The term “Inspector”, where noted, shall mean the project representative, appointed by the City of Roseville, who will oversee the project on a day-today basis.

C. The term “Project Manager”, where noted, shall mean the project representative appointed by the Parks Department.

D. The term “Consultant”, where noted, shall mean the prime Consultant listed on the cover sheet of these Specifications.

E. The term “accepted equal”, where used herein, shall mean the equal in the opinion of the Project Manager, in consultation with the Consultant, when necessary, and as accepted in writing by the Project Manager.

F. The term “Project Owner”, where used herein, shall mean the landowner or developer.

G. The term “provide”, where used herein, shall mean furnish and install complete.

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H. The term “as selected”, where used herein, shall mean as selected by the Consultant and as accepted by the Project Manager.

I. The term “substantially complete”, where used herein, shall mean the state of which the project can be used in the manner of which it is intended with the exception of minor items as determined by the Project Manager.

J. See Section 1 of the General Conditions for additional definitions and terms.

1.07 Standards
A. Numerous standards are referenced in these contract documents. The referenced standards shall be the current edition as of the date of these contract documents. Also, see Section 4 - 1.02 of the General Conditions.

B. The codes adopted by the City, County, State and federal agencies shall govern minimum requirements for this project. Where codes conflict with these Specifications, the more stringent shall apply, and such conflicts shall be brought to the attention of the Project Manager. Caltrans Standards shall be applied where specifically referenced. In the absence of specific reference requirements in the contract documents, the applicable codes shall govern.

C. In addition to the standards noted in individual sections of these Specifications, standards of the following organizations shall be noted by initials only.

1. ANSI: American National Standards Institute.

2. ASTM: American Society for Testing and Materials.

1.08 Submittals
A. All submittals shall be submitted at one time within ten (10) working days from issuance of Notice to Proceed. The review time for submittals shall be as noted in Section 2 - 1.04 of the Special Conditions. Items returned for re- submittal shall be returned to the City within two weeks
B. The Contractor shall include a cover sheet indicating the following (A sample is provided in Section 5: Forms):

1. Drawing sheet or specification section reference (by section, paragraph and sub-paragraph numbers);

2. Item description;

3. Indication whether this item is “as specified” or “proposed substitution” and

4. A space for itemized response summary, e.g. “reviewed” or “resubmit”.

C. Contractor shall provide submittals electronically in PDF file format and physical product samples as required in specifications. It shall be the Contractor’s responsibility to ensure that the summary sheet is included in the submittal package. Incomplete submittal packages (i.e., the lack of a summary sheet or lack an appropriate product sample) will not be reviewed.

D. Proposed substitution requests must include a comparison between the originally specified item and the proposed substitute. The burden of proof of

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compliance for proposed substitutions with project requirements rests with the Contractor. Coordination of the installation of accepted substitutions, including incidental changes/modifications to accommodate proposed products shall be at no additional cost to the Owner.

E. Where required in specified Section of these Specifications, submittals shall include proof of order of site furnishings, play equipment or other materials within two weeks (ten working days) of receipt of the returned, approved submittal. Submittals of orders shall be made at one time. Exceptions will be considered, with justification.

1.09 Tests
A. In addition to Section 4 - 1.03 of the General Conditions, testing and inspections may be performed by a private testing laboratory. The testing laboratory, provided by the City, shall be under the direction of a California registered civil engineer. All work shall conform to requirements set forth by ASTM B329, and shall be acceptable to the City.

B. Copies of the laboratory reports/results of each test or inspection shall be provided to the Project Manager, Inspector and Contractor.

1.10 Temporary Facilities
A. Sanitary provisions shall be the responsibility of the Contractor. Existing restroom facilities shall be not utilized by the Contractor, his Sub-contractors, or employees thereof, unless specifically accepted by the Project Manager.

Provide chemical toilets or water closets and urinals connected to the sewer in a location accepted by the Project Manager.

B. Barricades shall be the responsibility of the Contractor and shall be erected as necessary to protect the property, the construction and the public from hazards due to construction.

C. Signs, other than those identified in these Specifications, shall be prohibited.

Notices, required by law, shall be posted and maintained.

1.11 Utilities
A. All utility fees, including, but not limited to, connection fees, installation fees, meters, monthly service fees and cost of utilities used during the course of construction and establishment are considered a direct cost and are the responsibility of the Contractor until project acceptance by City Council.

1.12 Dust/Noise Control Requirements
A. Dust and other air pollution nuisances on or adjacent to the site shall be abated, per Section 2 - 1.15 of the General Conditions. Dirt shall not be allowed to accumulate on streets or sidewalks nor be washed into sewer.

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B. Noise from construction operations shall be kept to a minimum. Allowable hours of operations shall be from 7 a.m. to 7 p.m. Monday through Friday. Work on weekends and holidays must be approved by the project manager. Work on weekends and holidays shall not begin before 8 a.m. and must be completed by 8 p.m.

1.13 Tree Replacement Schedule
A. Trees damaged or removed without prior approval shall be replaced at an inch per inch basis on-site, except otherwise accepted. New stock shall follow the table provided:

Plant Size Inch Value
3 Five Gallon Stock One Inch
1 Fifteen Gallon Stock One Inch
1 24” Box Stock Two Inches
1 36” Box Stock Three Inches

1.14 Inspection of Construction
A. In addition to the routine inspections performed by the Parks Inspector, portions of work may be inspected by the other city departments. Notify the Parks Inspector and Project Manager a minimum of 48 hours prior to date of inspection.

B. The Parks Inspector shall be the main line of communication between the site superintendent, the project manager and other City department inspectors.

Changes in scope of work or standards shall be approved by the project manager.

C. Refer to the parks inspection record. This shall be issued at the PreConstruction meeting and shall be utilized by the Contractor throughout the course of construction. A completed “hard card” shall be submitted to the Project Manager along with required turn in items (See 1.19 this Section) upon final acceptance of the project. The Notice of Completion shall not be filed until all record documents have been received and accepted.

1.15 Adverse Impacts to Site Conditions Due to Construction A. Impacts that affect the site conditions to the detriment of the park or streetscape Impacts that affect the site conditions to the detriment of the park or streetscape construction or long term viability of the site shall be mitigated by the contractor prior to acceptance of the project. Such impacts shall include, but are not limited to:

1. Soil compaction in non-structural areas;

2. Diesel or gas fuel leaks/spillage;

3. Buried concrete or other construction debris;

4. Hazardous material contamination;

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5. Lime treatment in planting areas;

6. and more.

1.16 Pre-final (Punch List) Review
A. Notify, in writing, to the Parks Construction Inspector, that the work is substantially complete. Substantially complete is defined as “the state of work where it may be used in a suitable and intended manner with exception of minor corrections”. Partial acceptances will not be granted. Items to be reviewed as a part of substantial completion include:

1. All construction items

2. Installation of all site furnishings, including lights and signs

3. Seeding or sodding of all turf areas

4. All planting, including weeding of planted areas

5. The irrigation system is fully functioning as designed and as confirmed by the landscape irrigation audit.

B. Within five workings days of receipt of notification, the Parks Construction Inspector will confirm substantial completion. The Parks Construction Inspector will schedule the punch list walk (pre-final review) within five working days after the project has been determined as substantially complete. A formal punch list will be developed at the punch list walk. The Parks Construction Inspector will provide a copy of the formal punch list to the Contractor within five working days of punch list walk. Performance of the punch list walk does not automatically trigger the start of establishment.

1. If at any point during this review that it becomes apparent that the Contractor has not properly prepared for the site review, the inspection shall immediately be terminated and re-scheduled at such a time as the site has been readied for a review. Any costs for the re-scheduling of the review shall be the responsibility of the Contractor. Lack of site preparation could delay start of the establishment period.

C. Concurrent to the pre-final review, the City will make a formal request for all required turn-in items to be submitted to the City. All turn-in items shall be submitted to the City (single point of contact), at one time and only by appointment. Do not drop off the turn-in items at the front counter and without an appointment.

D. Once all turn-in items have been confirmed to be complete and accurate, the establishment period may be considered to begin. The City shall have sole discretion in determining the appropriateness of the commencement of the establishment period and shall notify the developer/contractor in writing of the start and end dates. Portions of the project will not be accepted for establishment prior to the substantial completion of the entire project.

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1.17 Establishment Period
A. The duration of the establishment period shall be:

1. For seeded turf in parks: Ninety (90) calendar days, minimum, and until the Notice of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.

2. For sodded turf in parks: Forty-five (45) calendar days commencing between March 1st and October 31st and sixty (60) calendar days commencing between November 1st and February 28th, and until the Notice of Completion (NOC) for City-built parks has been approved by the City Council, or the deed transferring property ownership, has been recorded at the County for Developer-built parks.

3. For streetscapes: Thirty (30) calendar days, minimum, and until final acceptance of all related street improvements subject to approval of a Notice of Completion by the City Council. The inclusion of large box trees (36” box and greater) may require an extended establishment period of ninety (90) calendar days, as noted on plans.

B. Active maintenance is required throughout the entire establishment period.

Active maintenance is defined as:

1. All areas within the project site shall be protected against damage including vandalism, erosion, trespass, rodents and other acts. Immediately repair all damaged areas.

2. All walkways and paved areas shall be kept clean and all debris within planting and turf areas shall be immediately removed.

3. Automatic irrigation controller shall be fully utilized and irrigation system monitored and adjusted as described in Section 32 84 00 4.03.

4. All plant and turf maintenance as described in Section 32 90 00 3.11 C. Prior to the start of the final thirty (30) days of establishment:

1. All punch list items shall be completed.

2. All certifications and testing shall be completed.

3. All plantings and turf shall be thriving and in a healthy condition.

4. The lack of active maintenance prior to the final thirty (30) days may constitute a delay in the start of the final thirty (30) days of the establishment period.

1.18 Final Review
A. One (1) week prior to the end of the establishment period, a final on-site review shall be conducted to review project readiness for final turn-over. All punch list FOR
items must be satisfactorily addressed prior to the final review.

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B. The project shall be prepared and cleaned per Section 2 - 1.12 of the General Conditions; the turf shall be mowed; and the irrigation heads shall be adjusted appropriately one day prior to the scheduled final review.

C. Acceptance of the project shall be considered “field accepted” and a recommendation will be forwarded to the City Council for “final acceptance” per Section 7 - 1.01 of the General Conditions.

D. An unaccepted project shall extend the establishment period until such time as the unaccepted portions of the project have been reviewed and field accepted by the Inspector and Project Manager.

E. Turn over for City maintenance shall occur only after:

1. The specified duration of the establishment period has been successfully completed.

2. If required, the deed transferring property ownership, has been recorded at the County.

3. A Notice of Completion (NOC) for city-built parks and for streetscapes has been approved by the City Council.

F. Contractor shall provide a written guarantee covering all improvements associated with this project. See 1.19 – Warranties and Guarantees.

1.19 Record Documents
A. Record documents or as-built plans shall be maintained on-site and updated routinely as specified in Section 2 - 1.13 of the General Conditions. Record documents shall include all items under the contracted scope of work.

B. Record documents shall be submitted:

1. one USB storage device containing PDF scanned images (in color) of the verified/initialed as-built drawings.

2. For City of Roseville CIP projects, SWPPP binder.

1.20 Warranties and Guarantees
A. Warranties are required under various Sections of these Specifications. Prior to final acceptance, the Contractor shall assemble all warranties into a single, bound or stapled package. All warranties shall be clearly labeled and the number of years highlighted. Also, see Sections 7 - 1.10 and 7 - 1.11 of the General Conditions.

1. Warranties for equipment shall be submitted in the manufacturer’s standard form and shall be countersigned by the subcontractor or supplier and the Contractor.

2. All other warranties shall be provided in the following format, written on subcontractor’s or supplier’s letterhead, signed by the subcontractor or supplier and countersigned by the Contractor:

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WARRANTY FOR YEARS
“We hereby warrant that the product which we have installed at project name has been done in accordance with the contract documents, and that the work, as installed will fulfill the warranty requirements included in the Specifications.

We agree to repair or replace any or all of our work, together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material within the warranty period stated above commencing from the date of final acceptance of the above named project by the City of Roseville’s City Council, without additional expense to the City, ordinary wear and tear and unusual abuse or neglect excepted.

In the event of failure to comply with the above conditions within thirty (30) days of notification by the City, we collectively or separately do hereby authorize the City to proceed with the repairs or replacement of such defects at our expense. Payment of said costs and charges will be forwarded to the City upon demand.

Signed:

Subcontractor or Supplier Date
Countersigned:

Contractor Date
B. Guarantees shall be a minimum of one (1) year for all plant material, including trees and shrubs. The guarantee shall state that plant materials (trees & shrubs) to be free of all defects or disease and all plants are in a healthy and thriving condition at the completion of the contract. Deciduous plant material shall be warranted beyond the time of contract completion until such time as growth becomes evident.

PART 2 - PRODUCTS
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PART 3 - EXECUTION
Intentionally left blank.

END OF SECTION

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Section 01 57 23: Storm Water Pollution Control

SECTION 01 57 23

STORM WATER POLLUTION CONTROL
PART 1 - GENERAL

1.01 General
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 References
A. State Water Resources Control Board Order No. 2009-0009-DWQ National Pollutant Discharge Elimination System General Permit No. CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

B. CASQA California Stormwater BMP Handbook – Construction, November 2009

1.03 Definitions
A. NOI: Notice of Intent
B. NOT: Notice of Termination
C. QSP: Qualified SWPPP Practitioner
D. QSD: Qualified SWPPP Developer
E. SWPPP: Storm Water Pollution Prevention Plan
F. SWRCB: State Water Resources Control Board
G. NPDES: National Pollutant Discharge Elimination System General H. WDID: Waste Discharger Identification number
I. BMP: Best Management Practices
PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - EXECUTION

3.01 SWPPP
A. Comply with State Water Resources Control Board Order No. 2009-0009- FOR DWQ National Pollutant Discharge Elimination System General Permit No.

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CAS0000002, for Storm Water Discharges Associated with Construction and Land Disturbance Activities.

B. A SWPPP has not been developed for this project. Contractors must comply with General Conditions 5-1.20 Water Pollution.

C. Implementation of the Erosion and Sediment Control Plan is the responsibility of the Contractor and a part of this project. Costs associated with implementation and maintenance of the BMPs per the Erosion and Sediment Control Plan shall be included in the lump sum base bid.

D. Major changes to the Erosion and Sediment Control Plan shall be reviewed by the City’s Inspector prior to implementation. Cost associated with the major changes will be paid for using the unit cost listed in the Additions or Deletions Sheet of the Proposal
E. The City’s Inspector will perform weekly inspections of the jobsite.

Implementation of and minor changes to the Erosion and Sediment Control Plan as directed by the City’s Inspector shall be incidental to the Work.

Contractor shall start all inspection corrective actions within 72 hours of observation, and complete as soon as possible.

F. All BMPs installed will be inspected by the City’s Inspector for compliance with the Erosion and Sediment Control Plan and BMP Fact Sheets. BMPs that are not in compliance shall be brought into compliance by the Contractor at no cost to the City.

G. Keep one copy of the Erosion and Sediment Control Plan and amendments at the project site.

H. The Erosion and Sediment Control Plan shall be readily available throughout the course of construction and until the NOT has been accepted by SWRCB.

The Erosion and Sediment Control Plan shall be made available upon request by a representative of the Regional Water Quality Control Board, State Water Resources Control Board, United States Environmental Protection Agency, or City’ storm water staff.

I. When requested by the City for pre-final (punch list) review, the Contractor shall submit the project site copy of the Erosion and Sediment Control Plan to the City's Project Manager.

3.02 Schedule
A. Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The schedule shall be updated by the Contractor to reflect changes in the Contractor’s operations that would affect the necessary implementation of water pollution control practices. The typical sequence of work shall be adjusted by the Contractor based on weather conditions and forecasted rain events. The schedule is considered an appropriate and applicable BMP.

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 03 30 00: Site Concrete

SECTION 03 30 00

SITE CONCRETE
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards and the City of Roseville Parks Construction Standards, latest editions, shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all concrete work, flatwork and poured-in-place as shown in the Plans and as specified herein.

1.03 References
A. Caltrans Standard Specifications, latest edition.

B. California Building Code (CBC) and California Administrative Code (Title 24), latest editions.

1.04 Quality Assurance
A. For all flatwork, the Contractor shall pour a six-foot by six-foot (6’ x 6’) sample of each type of finish specified for review and acceptance by the Project Manager prior to pouring any concrete. The accepted samples shall remain onsite and intact until all concrete work has been completed. The quality of the concrete work shall be measured by the accepted samples.

B. During the course of construction, a qualified testing laboratory shall obtain samples as determined by the Inspector and conforming to federal and state codes and standards. Such costs shall be paid for by the City. Re-tests and removal of below acceptable strength concrete shall be borne by the Contractor.

The Contractor shall cooperate with the testing during the course of obtaining such samples.

C. Variances in surface grades of more than 1/8”, as measured by a straight edge ten feet (10‟) long, shall be corrected to the satisfaction of the Inspector.

Remove all areas where standing water occurs, including any surface irregularities.

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1.05 Handling and Storage
A. Comply with ATSM C-94, “Specifications for Ready Mix Concrete” for the batch, mix and transport of concrete.

B. Mix and deliver only the amount that will be poured immediately.

1.06 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the site concrete. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 Concrete
A. Concrete for play area curbs, sidewalks, and accessible ramps shall conform to the provisions of Section 90-2 “Minor Concrete” of the Caltrans Standard Specifications. Cementitious material shall be „Type II Modified” and shall contain no less than 505 pounds of cementitious material per cubic yard.

Aggregate shall be not greater than one-inch or smaller than 3/8-inch. Submit concrete analysis for review and acceptance prior to placement of concrete.

2.02 Fiberglass Reinforcement
A. Fibers for concrete shall be Fibermesh 150, as manufactured by Sika USA; or accepted equal. Fibers shall contain 100 percent virgin polypropylene multifilament fibers, e3 patented technology, containing no reprocessed olefin materials. The fibers shall conform to ASTM C1116 Type III and manufactured specifically for the secondary reinforcement of concrete.

2.03 Expansion Joint Material
A. Fiber expansion joint shall conform to ASTM-1751 and shall be a nonextruding resilient filler. Filler shall have preserve attributes and high quality bituminous materials.

B. Apply Sikaflex elastomeric sealant, or accepted equal, over all expansion joints.

2.04 Concrete Forms
A. All forms shall be new at the start of the project and shall be construction grade Douglas Fir. Minimum size lumber shall be 2 x 6.

B. Radius bends shall be formed by spring steel forms or laminated boards, as required.

C. Plywood shall be 5/8”, Class I, exterior grade as outlined in APA “Guide to Plywood Grades”. Omit mill oiling treatment.

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PART 3 - EXECUTION

3.01 Poured-In-Place Concrete Forms
A. Concrete for hardscape or flatwork shall be placed on subgrade compacted to 95% relative compaction. Prior to placement of concrete, a soils compaction test must be performed by an accepted soils testing professional on a representative number of locations along the flatwork area. The City or project owner shall provide the initial test. The results of these tests must be available and meet acceptable levels prior to pouring. Re-tests and re-work of any area, as directed by the soils professional, shall be the responsibility of the Contractor.

B. Construct forms to conform to the shapes, dimensions and details shown on the Plans. All forms shall be true to lines, plumb, level and square.

C. Forms shall not leak, spread, shift or settle when concrete is placed.

D. All forms shall carry dead and live loads and shall not deflect more than 1/8” between supports after placement of concrete.

E. All forms shall be thoroughly soaked a minimum of twelve (12) hours prior to pouring of concrete. Forms shall be treated per manufacturer’s recommendations.

F. Reuse of forms may be allowed at the discretion of the Inspector. Reused forms shall be cleaned and free of defects that would affect the final concrete finish.

G. Concrete footings shall be formed only when excavations slump or cave in.

Over-excavate the trench or footing diameter to accommodate the forms’ installation and removal. Apply water to moisten soil. Do not allow water to create mud or ponding.

3.02 Fiberglass Reinforcement
A. Install per manufacturer’s instructions. Apply at the batch plant prior to delivery.

Thoroughly mix fiber material to avoid “clumping”.

3.03 Expansion Joints
A. Expansion joints shall be placed where vertical elements meet horizontal paving unless otherwise noted on the Plans. This shall include vertical expansion joints on play area curb walls, buildings, shade structures, walls and/or planters. The corners of the paving shall be tooled at the expansion joints. Trim exposed fibers which protrude above or beyond the finish surface of paving or the finish surface of the wall.

3.04 Control Joints for Concrete Sidewalks
A. Control joints shall be per detail PK-32 with deep, straight and finished with rounded edges. Control joints shall be placed (on-center) a distance equal to the width of the concrete walkway, unless otherwise shown on the Plans. For

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example a ten-foot wide walkway shall have control joint placed ten feet on center. Control joints shall not dead-end into an adjacent panel, and shall not create acute angles that are prone to break off.

3.05 Placement of Concrete
A. Do not pour concrete in weather below 40 degrees F. or when temperatures are predicted to fall below freezing within 24 hours, except with prior authorization.

B. Concrete shall be transit mixed according to ASTM C-94. Limit the quantity of water to the required strength. Concrete shall be of a consistency that it flows slowly into the forms.

C. Mixing of concrete shall be continuous commencing from the time water is added to the mix until such time that the concrete is poured. All concrete shall be placed within an hour of the time when water is first added.

D. Concrete shall be deposited up to the finished height of the forms and up to the adjacent joint. No partial pours will be allowed. Excess material shall be dumped on-site and later removed by the Contractor.

E. Thoroughly compact the concrete manually spading and tamping concrete into all corners of the forms and by utilizing a high-speed mechanical vibrator.

Retain a standby vibrator on-site during the course of concrete work. When utilizing the vibrator, take precautions to avoid impact on the forms.

F. After obtaining uniform compaction, screen tamper all flatwork surfaces, screed and bull float to ensure that large aggregates are pushed below the surface.

When it is practical to work on the surface, wood float, steel trowel paving to a uniform surface.

G. Concrete elements shall not exceed the following tolerances:

1. Linear: 1/8”

2. Slab deviation: 1/8” in 10‟

3.06 Finishes
A. Finishes shall be as shown on the Plans and shall be consistent in quality throughout the project. Medium broom finished concrete shall have clean, deep control joints spaced appropriately. No visible cracks or discoloration will be accepted. Finishes on vertical surfaces shall be consistent throughout. Vertical expansion joints are spaced as identified on the plans and are smooth with the finish surfaces. All edges for flatwork and vertical surfaces shall be eased at a consistent radius.

B. Upon completion of float finishing, provide the final finish as follows:

Medium Broom Finish: shall be accomplished by pulling a stiff bristle broom

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across a floated surface. The direction of the broom shall be perpendicular to the path of travel, unless otherwise shown on the Plans.

3.07 Removal of Forms
A. Forms shall remain in place as follows:

1. For mass concrete work: 5 days.

2. For other flatwork and other concrete work: 3 days.

B. Remove all bolts, nails, ties, wires, etc. a minimum of one inch (1”) below the surface of the concrete. Remove imprints, irregularities or other such defects and patch as directed by the Inspector.

3.08 Curing and Protection
A. Allow adequate time for the concrete to cure. In temperatures above 75 degrees F., ensure that the concrete surface remains wet for a period of seven (7) days minimum.

B. Protect all concrete from damage during the curing period. This shall include damage from sun, rain, flowing water, frost, mechanical injury, tire tracks, footprints, oil stains, etc. Should such damage occur, Contractor shall take immediate action to repair damage to the satisfaction of the City.

3.09 Clean-Up
A. During the course of this work, the area shall be kept clear and free of debris as realistically possible. Upon completion of concrete work, completely remove from the site all used forms, hardware, spillage, rejected work and other materials.

B. Remove from site furnishing posts all concrete “slobber”. Re-touch posts as necessary for a clean finish.

END OF SECTION

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 09 91 50: Outdoor Sports Court Markings

SECTION 09 91 50

OUTDOOR SPORTS COURT MARKINGS
PART 1 - GENERAL

1.01 General Requirements
A. Textured acrylic surfacing for asphalt concrete tennis courts.

1.02 Related Sections
A. Related Work

1. Asphalt Concrete Paving (Section 32 12 16)

2. Miscellaneous Site Amenities (Section 12 93 00)
B. References

1. National Asphalt Paving Association

2. United States Tennis Association (USTA)

3. America Sport Builders Association (ASBA)

4. United States Pickleball Association

1.03 Quality Assurance
A. Surfacing shall conform to the guidelines of ASBA for planarity B. Asphalt barrier shall have a vapor barrier in accordance with ASTM E 1745 C. All surface coating materials shall be supplied by the same manufacturer D. Contractor shall record the batch number of each product used on the site and maintain it through the warranty period
E. The contractor shall provide the inspector an estimate of the volume of each product used on the site, upon request
F. The manufacturer’s representative shall be available to help resolve material questions

1.04 Submittals
A. Manufacturer specifications for components, color chart, and installation of instructions. Colors to be selected by City.

B. Authorized applicator certificate from the surface system manufacturer C. Reference list from the installer of at least 3 projects of similar scope and completed within the past 3 years, including 4 site photos and current references D. ITF classification certificate for the system to be installed

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Section 09 91 50: Outdoor Sports Court Markings

E. Current Material Safety Data Sheets (MSDS)
F. Product Substitution: If any other than the product specified, the contractor shall submit at least 7 days prior to the bid date a complete type written list of proposed substitutions with sufficient data, drawings, samples and literature to demonstrate to the owners satisfaction that the proposed substitution is of equal quality and utility to that original specified. Information must include a QUV test of at least 1000 hours illustrating the UV stability of the system. Test method must be similar to ASTM G53. The color system shall have an ITF pace rating in category #2. Under no circumstances will systems from multiple manufactures be considered.

1.05 Material Handling and Storage
A. Store materials in accordance with manufacturers specifications and MSDS B. Deliver product to the site in original unopened containers with proper labels attached
C. All surfacing materials shall be non-flammable

1.06 Installer Qualifications
A. Installer shall be regularly engaged in construction and surfacing of acrylic tennis courts, play courts or similar surfaces
B. Installer shall be an Authorized Applicator of the specified surface system C. Installer shall be a builder member of the ASBA

1.07 Manufacturer Qualifications
A. System manufacturer shall provide documentation that the surface to be installed has been classified by the ITF as a medium pace surface B. System manufacturer shall be a US owned company
C. System manufacturer shall be a member of the ASBA
PART 2 - PRODUCTS

2.01 Product Information
A. Multi-part acrylic color and surfacing system, consisting of multiple products designed and manufactured to be used together to comprise a complete surfacing system. All products used must be manufactured by the same company.

Systems/Manufacturers:

1. Plexipave System as manufactured by California Sports Surfaces., Andover, MA. 01810. Contact Dan Brown, 602-639-3900.

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 09 91 50: Outdoor Sports Court Markings

2. Laykold Colorcoat System, as manufactured by Advanced Polymer Technology Corporation, 109 Conica Lane, P.O. Box 160, Harmony PA 16037, 724.452.1330.

3. Novacrylic 4-Coat Color System, as manufactured by Nova Sports U.S.A., Inc., 6 Industrial Road, building #2, Milford MA, 01757, 508-473-6540.

4. SportMaster Color Plus System, as manufactured by SportMaster, P.O.Box 2277,Sandusky, OH 44870, 800.395.7325.

5. Substitutions: Submit requests at least 7 days prior to the bid date with a complete type written list of proposed substitutions with sufficient data, drawings, samples and literature to demonstrate to the owner’s satisfaction that the proposed substitution is of equal quality and utility to the specified product. Information must include a QUV test of at least 1000 hours illustrating the UV stability of the system. The system shall have an ITF pace rating in Category 2.

2.02 Materials
A. Patching Mix - for use in patching cracks, holes, depressions and other surface imperfections.

B. Crack Filler - for use in filling fine cracks.

C. Adhesion Primer – a two component water based epoxy primer for uncoated asphalt concrete surfaces.

D. Acrylic Filler Course – for use as a filler for new or existing asphalt concrete surfaces. The 100% acrylic filler shall be blended with approved silica sand E. Acrylic Color Playing Surface – for use as the finish color and texture.

F. Line Paint – for use as the line marking on the court/play surface.

G. Water – for use in dilution/mixing shall be clean and potable.

2.03 Material Specifications
A. Court Patch Binder – 100% acrylic resin blended with Portland cement and silica sand.

1. Percent solids by weight (minimum) 46%

2. Weight 8.7-8.9 lbs./gallon
B. Plexipave Crack Filler – 100% acrylic resin heavily filled with sand

1. Percent solids by weight (minimum) 85%

2. Weight 15 lbs./gallon
C. Caifornia TiCoat – 2 componet expoy primer

1. Percent solid by weight (minimum) 34.6 – 34.8%

2. Weight 8.55 – 8.70 lbs./gallon

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 09 91 50: Outdoor Sports Court Markings

D. Acrylic Resurfacer – 100% acrylic resin (no vinyl copolymerization constituent). Product shall not contain less 3.5% attapulgite

1. Percent solids by weight (minimum) 26.7%

2. Weight 8.7 – 8.9 lbs./gallon
E. Colored Acrylic Coating – 100% acrylic resin (no vinyl copolymerization constituent) with selected light fast pigments. Green shall not contain less than 8% chrome oxide

1. Percent solids by weight (minimum) 36.5%

2. Weight 10.0 – 10.2 lbs./gallon
F. Colored Texture Base – 100% acrylic resin containing no vinyl copolymerization constituent. Contains not more than 63% rounded silica sand

1. Percent solids by weight (minimum) 74%

2. Weight 13.1 – 14.1 lbs./gallon
G. Line Paint – 100% acrylic resin containing no alkyds or vinyl constituents.

Texturing shall be rounded silica sand

1. Percent solids by weight (minimum) 60.5%

2. Weight 12.1 – 12.3 lbs./gallon
All surfacing materials shall be non-flammable and have a VOC content of not less than 100g./ltr. Measured by EPA method 24.

Local sands are not acceptable in the color playing surface. Sands must be incorporated at the manufacturing location to ensure quality and stability.

PART 3 - Execution

3.01 General Requirements
A. Weather Limitations

1. Do not install when rainfall is imminent or extremely high humidity prevents drying.

2. Do not apply unless surface and air temperature are 50°F and rising.

3. Do not apply if surface temperature is in excess of 140°F.

B. Manufacturer’s Directions

1. Follow all manufacturers’ directions for specific products and system used.

The following is listed as a guide to the work. Minor differences between manufacturers’ instructions may exist and shall be accommodated at no additional cost to the City.

2. New Asphalt- Asphalt base should be installed to the specifications as laid out in the American Sports Builders Association Asphalt Guidelines. CSS requires a minimum cure time of 14 days on new asphalt. Surface variation

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 09 91 50: Outdoor Sports Court Markings

should not exceed 1/8 inch in ten feet when measured in any direction with a straightedge and a slope of 1 inch in 10 feet, all in one plane.

3.02 Preparation for Acrylic Color Playing System
A. Clean surfaces of loose dirt, oil, grease, leaves, and other debris in strict accordance with manufacturer’s directions. Pressure washing will be necessary to adequately clean areas to be coated. Any areas previously showing algae growth shall be treated with Clorox or approved product to kill the organisms and then be properly rinsed.

B. Holes and cracks: Cracks and holes shall be cleaned and a suitable soil sterilant, as approved by the owner, shall be applied to kill all vegetation 14 days prior to use of Court Patch Binder according to manufacturer's specifications.

C. Depression: Depressions holding enough water to cover a five cent piece shall be filled with Court Patch Binder Patching Mix. 3 gallons of Court Patch Binder, 100 lbs. 60-80 silica sand, 1 gallon Dry Portland Cement (Type I). This step shall be accomplished prior to the squeegee application of Acrylic Resurfacer. The contractor shall flood all the courts and then allow draining. Define and mark all areas holding enough water to cover a nickel. After defined areas are dry; prime with tack coat mixture of 2 parts water/l part Court Patch Binder. Allow tack coat to dry completely. Spread Court Patch Binder mix true to grade using a straight edge (never a squeegee) for strike off. Steel trowel or wood float the patch so that the texture matches the surrounding area. Never add water to mix. Light misting on surface and edges to feather in is allowed as needed to maintain work ability. Allow to dry thoroughly and cure.

NO WORK FROM THIS STAGE ON SHALL COMMENCE UNTIL AN INSPECTOR HAS ACCEPTED THE SURFACE.

A. Primer: primer shall be applied to all uncoated asphalt concrete surface prior to application of filler materials. Apply at an application rate of .025-.03 gallon per square yard.

1. Mix component A with Component B at a ratio of 1:1. Let stand for 20-30 minutes prior to use.

2. Apply with a short nap phenolic core roller.

3. Allow the primer to dry for approximately 1-3 hours until the surface is slightly tacky to the touch. In no case shall the surface be left overnight before receiving an application of Acrylic Resurfacer.

B. Filler Course. (Acrylic Resurfacer): On the properly applied primer coat the filler course shall be applied to the clean underlying surface in one application to obtain a total quantity of not less than .06 gallon per square yard based on the material

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 09 91 50: Outdoor Sports Court Markings

prior to any dilution. Acrylic Resurfacer may be used to pre-coat depression and crack/hole repairs to achieve better planarity prior to filler course application.

1. Over a properly repaired surface of asphalt concrete on existing courts, apply one coat of Acrylic Resurfacer according to the following mix:

Acrylic resurfacer 55 gallons
Water 20 – 40 Gallon
Sand 600 – 800 pounds / 60-80 mesh
Liquid Yield 112 – 138 gallons
On new asphalt concrete, two coats of Acrylic Resurfacer may be used to properly fill all voids in the asphalt surface. Use clean, dry 50-60 mesh sand and clean, potable water to make mixes. The quantity of sand and water in the above mix may be adjusted within above limits to complement the roughness and temperature of the surface.

3.03 Application of Acrylic Color Playing Surface
A. All areas to be color coated shall be clean, free from sand, clay, grease, dust, salt or other foreign matters. The Contractor shall obtain the Engineer's approval, prior to applying any surface treatment.

B. Blend textured color base and acrylic coating with a mechanical mixer to achieve a uniform Fortified mixture. The mix shall be:

Color Base: 30 gallons
Colored Coating: 20 Gallons
Water: 20 gallons
C. Application shall be made by 50 durometer rubber faced squeegees. The fortified plexipave mixture should be poured on to the court surface and spread to a uniform thickness in regular pattern.

D. A total of 3 applications of fortified mixture shall be made to achieve a total application rate of not less than .15 gal./sy. No application should be made until the previous application is thoroughly dry.

3.04 Line Painting
A. Line shall be 2” wide unless otherwise noted on the drawings. Lines shall be carefully laid out in the accordance with ASBA, USTA, and USAPA guidelines. The area to be marked shall be taped to insure a crisp line. The paint shall have a texture similar to the surrounding play surface. Application shall be made by brush or roller at the rate of 150 – 200 sg/gal. (3/4) gal. per tennis court).

3.05 Protection
A. Erect temporary barriers to protect coating during drying and curing.

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 09 91 50: Outdoor Sports Court Markings

B. Lock gates to prevent use until acceptance by owner’s representative

3.06 Clean Up
A. Remove all containers, surplus materials and debris. Dispose of materials in accordance with local, state and Federal regulations.

B. Leave site in a clean and orderly condition.

END OF SECTION

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 12 93 00: Site Furnishing

SECTION 12 93 00

SITE FURNISHINGS
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of all site furniture, including play equipment and play surfacing, as shown on the Plans and as specified herein.

1.03 References
A. All play equipment shall meet or exceed the standards set forth by the Consumer Product Safety Commission (CPSC), comply with the Americans with Disabilities Act (ADA), meet all current ASTM standards and be consistent with State and local codes.

B. The play area surfacing shall meet or exceed the fall absorption/impact rates set forth by the CPSC guidelines and ASTM standards. The surfacing shall be an accessible surface and manufactured specifically for play areas.

C. Nothing in the Plans or Specifications is to be construed to permit work not conforming to regulating codes and standards. The Contractor shall furnish without extra charge any material and labor, when required, by the compliance with these rules and regulations, even though the work was not mentioned in these particular Specifications or shown on the Plans.

D. The product manufacturer shall supply complete Specifications for the installation of all site furnishings, including play equipment and play surfacing.

1.04 Submittals
A. Submittals for specified items are required. The Contractor shall submit a materials summary sheet indicating which items will be installed as specified and which items are proposed for substitutions. The Contractor shall submit proof of order within ten (10) working days of the Notice to Proceed, indicating all specified materials have been ordered, noting “as specified” or “substitution proposed”. For the following items, also provide:

1. Benches with color samples

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 12 93 00: Site Furnishing

2. Tennis Nets and Posts

3. Pickleball Nets and Posts

4. Tennis and Pickleball Net Ground Anchor (If applicable)

5. Wind Screen (If applicable)

6. Noise Reducing Acoustic Fabric (If applicable)
B. On the date of the Notice to Proceed, the Contractor shall immediately place the order to purchase all site furnishings, including the play equipment and play surfacing as specified on the Plans and as outlined herein. Proof of all orders shall be submitted to the Project Manager within ten (10) working days of the Notice to Proceed.

C. The Contractor shall submit a Certificate of Compliance from a third party certified playground inspector which verifies that the entire playground, including individual components, and surfacing meets or exceeds regulated requirements as described in Section 1.03 above.

1.05 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the miscellaneous site amenities. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 Materials
A. Benches shall be as shown on the Plans and as specified herein. The benches shall be as distributed by Miracle Play Group, (916) 317-0545, and as manufactured by (MyT Coat) or accepted equal. Color as selected by the City.

B. Line Paint: see outdoor Sports Marking, Section 09 91 50.

C. Tennis Net System: Posts shall be Model #RTP-300-BLK; Net shall be Model #TPL-5; Ground Anchor shall be model #A-2; Tennis Net Tie down strap shall be model #CS-1, all components shall be manufactured by Jaypro Sports and distributed by Miracle Playgroup, (916) 317-0545, or approved equal. Color as selected by the City.

D. Pickleball Net System: Posts shall be Model #PPR10BK; Net shall be Model #PPR-10; Ground Anchor and footings shall be model #PPR-10. Contractor to confirm which additional components come with purchase of net and post. All components shall be manufactured by Jaypro Sports and distributed by Miracle FOR
Playgroup, (916) 317-0545, or approved equal. Color as selected by the City.

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 12 93 00: Site Furnishing

E. Shade Structure: City to provide – Shade Structure to be 24’ x 10’ Hip T Canti as Manufactured by USA Shade. Color to be selected by the City. Install per manufactures recommendations.

F. Windscreens: Shall be Putterman Athletics Tenn-air pro, or approved equal.

Install per manufactures specifications. Color to be selected by City.

G. Noise Reducing Acoustic Fabric: Shall be Acoustiblok Acoustifence, or approved equal. Install per manufactures specifications. Color to be selected by City.

PART 3 - EXECUTION

3.01 Installation
A. Contractor to provide experienced workers or subcontractors to install all site furnishings, including the play equipment and play surfacing described in these Specifications. The workers or subcontractor must demonstrate that at least five (5) similar play structures and five (5) play surface applications similar to that specified for this project have been installed in the last three (3) years.

B. All site furnishing, including play equipment shall be installed per manufacturer’s instructions.

C. Engineered wood fiber shall be blown in place to avoid damage to adjacent improvements unless specifically approved by City.

D. All footings shall be Class A concrete with 3/4” maximum size aggregate, unless otherwise noted. Footings shall be in accordance with Caltrans Standard Specifications, Section 90. Install all footings below finish surface. In paved areas, install paved surface over footing for a clean finished surface as shown on the Plans.

E. Carefully install all furnishings and equipment without disturbance to adjacent finishes. Contractor shall be responsible for the damage and subsequent repairs of damaged finished product.

3.02 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.

B. Take all precautions to protect completed work. Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc. Keep all erosion control measures intact.

PART 4 - WARRANTY

4.01 General
A. Contractor shall warranty all site amenities included under this Section.

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 12 93 00: Site Furnishing

B. Contractor shall also provide a written warranty covering all materials, equipment and workmanship furnished by him to be free of all defects after installation is accepted, including all defective parts that may have been found.

C. Submit written warranty on company letterhead addressed to the City when providing As-built drawings.

D. Contractor shall submit to the City, upon completion of work, a Certificate of Compliance by a third party certified playground inspector for the installation of the play structure and safety surfacing. Certification shall include testing for compliance of ASTM 1292 (Impact Attenuation of Surfacing Systems under and around Play Equipment). All tests, including re-tests, shall be the responsibility of the Contractor. Submit all test results to the City.

E. Submit maintenance manual for poured-in-place resilient surfacing.

F. Contractor shall submit to the City, upon completion of work, a Certificate of Compliance from the manufacturer of the play structure for the installation of the play structure.

G. Contractor shall submit to the City, upon completion of work, critical fall criterion used to certify all play surfacing material.

H. Attach cut sheets of installed items to the warranty.

END OF SECTION

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 31 10 00: Clearing and Grubbing

SECTION 31 10 00

CLEARING AND GRUBBING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Preserve and protect existing site amenities to remain, including, but not limited to, trees, shrubs, underground utilities and other improvements as shown on the Plans. Protection of work shall include affected improvements on adjoining properties.

B. Scope of work includes: site preparation, removal of debris, staging of equipment and materials and securing the site for construction.

1.03 Related Work
A. Section 31 20 00: Earthwork
B. Section 01 57 23: Storm Water Pollution Control

1.04 Protection/Replacement
A. Prior to demolition, erect protective fencing a minimum of one foot (1’) beyond the canopy of all trees to remain. The radius of the canopy shall be measured from the longest branch furthest from the trunk. Refer to the environmental document for additional requirements for protective fencing on other existing natural features. For work within or near protected trees, a tree permit may be required.

B. If public use is to be maintained on unaffected portions of the project site, the Contractor shall be responsible for directing pedestrian and vehicular traffic safely around the construction zone. Utilization of temporary fencing, barricades, signage, etc. shall be the responsibility of the Contractor. Safe detours shall be available to the general public at all times during the course of construction.

C. Protection of existing site improvements shown to remain, including, but not limited to, fencing, signs, benches, picnic tables, play structures, shade structures, drinking fountains, concrete paving, concrete wall and curbs,

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Section 31 10 00: Clearing and Grubbing

decomposed granite paving, asphalt concrete paving, recreational site improvements, etc. are to be protected and preserved.

D. The Contractor shall be responsible for any damage to and maintenance of all existing street improvements, drainage facilities and irrigation systems and to re-establish these improvements to their original condition as soon as possible after completion of the work in the area, to the complete satisfaction of the Project Manager and Inspector. Realignments or modifications to the existing facilities as shown on the plans are accepted.

E. Survey monuments and markers either shown on the Plans or encountered during the course of construction shall be protected and preserved. The Contractor shall notify the Inspector upon discovery of an unmarked monument, at which time, arrangements for the relocation or adjustment of the monument will be determined. All costs associated with the relocation or adjustment of these monuments shall be the Contractor’s responsibility.

F. Burning or burying removed material on-site is prohibited.

G. Where the removal of specific material creates an open hole, pit, trench or other depression, the Contractor shall immediately backfill and compact the areas consistent with requirements outlined in Section 31 20 00 of these Specifications.

H. All items identified in the Plans to remain or identified in the field to remain, removed in error by the Contractor, shall be repaired or replaced to match in equal or better construction, at no cost to the City. The quality of the repair or replacement shall be measured as that existing at contract award.

PART 2 - PRODUCTS
Intentionally left blank.

PART 3 - EXECUTION

3.01 Pre-Construction Site Review
A. Contractor shall review existing site conditions with the Inspector prior to start of construction and document any conditions which adversely affect the satisfactory execution of the work and final acceptance of the project.

B. Commencement of work constitutes acceptance of existing conditions. The Contractor shall, at his expense, be responsible for correcting all unsatisfactory and defective work.

3.02 Clearing
A. Completely remove trees, shrubs, stumps, vines, rubbish/debris, undergrowth, deadwood, structures, and other elements identified to be removed and/or which interfere with the construction as shown on the Plans and as specified.

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Section 31 10 00: Clearing and Grubbing

B. Obtain verification from the Project Manager for non-identified items scheduled to be removed prior to actual removal.

3.03 Grubbing
A. Remove all stumps, roots, grasses and weeds in its entirety. Apply systemic weed killer. Confirm weed kill prior to removal.

B. Once surface material is removed, the Contractor shall stockpile the top twelve inches (12”) of topsoil for use during the final grading phase of work. This soil shall be free of rocks, debris, roots and other undesirable material.

3.04 Utilities
A. Contact USA Alert (800) 642-2444 prior to commencement of any demolition or excavation work. Provide a minimum of 48 hours’ notice. Verify all utilities entering into and their locations within the project site.

B. Where utilities lie within the project site, but are not a part of the project, the Contractor shall cooperate with the agency or utility company having jurisdiction to maintain its use and the integrity of the structure.

C. Where utilities enter into the project site and taps, connections to or extensions of the utility are identified in the Plans, the Contractor shall coordinate all work with the agency or utility company having jurisdiction to minimize or eliminate disruption of use by the adjacent properties.

D. Verify that all utilities, shown to be removed on the Plans, are inactive and turned off prior to disconnection and/or re-routing, prior to demolition.

3.05 Debris Removal
A. All materials removed as a part of this contract shall become the property of the Contractor and shall be legally disposed of off-site, unless otherwise noted on the Plans.

B. Where a portion of a concrete slab, curb or wall and asphalt concrete paving or curb is to be removed, the concrete shall be cut with a concrete saw at a 90 degree angle so that the edge of the remaining concrete shall form a neat, straight line. Conform to the City of Roseville Design and Construction Standards, latest edition.

END OF SECTION

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 31 20 00: Earthwork

SECTION 31 20 00

EARTHWORK
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the Caltrans Standard Specifications, latest edition, shall be in addition to the standards provided herein.

D. The requirements set forth by CAL OSHA shall be in addition to the standards provided herein.

1.02 Description
A. Provide all labor, operations and materials necessary for earthwork, including, but not limited to, staking and surveying, grading; excavating; installation of facilities necessary to perform excavation and subsequent removal of such facilities upon completion of work; subgrade preparation; backfilling; and other incidental items necessary for a complete project.

B. This project is a balanced cut and fill project
C. The intent of the grading plan is to provide positive drainage and to maintain slopes on walkways as required by the Americans with Disabilities Act and California Title 24 throughout the project site. The Project Manager shall be notified immediately of any discrepancies between the Plans and actual field conditions and/or conflicts between the design and code requirements.

1.03 Related Work
A. Section 31 10 00: Clearing and Grubbing
B. Section 01 57 23 Storm Water Pollution Control

1.04 Quality Assurance
A. All work shall conform to local codes and regulations, including standards set forth in the Standard Specifications of the State of California, Business and Transportation Agency, Department of Transportation (Caltrans), Chapter 70 of the Uniform Building Code and ASTM.

B. Relative compaction shall be the in-place dry density of soil denoted as a percentage of the maximum dry density of the same material. This shall be as

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 31 20 00: Earthwork

determined by ASTM 1557. The optimum moisture is measured by the water content which corresponds to the maximum dry density.

C. Upon discovery of unforeseen subsurface site conditions, the Contractor shall notify the Inspector immediately.

D. Upon discovery of hazardous materials, cease all activity and immediately contact the Fire Department.

1.05 Protection
A. Provide and install all supports, shoring, bracing, underpinning, sheet piling and other methods for the sides of excavations necessary for ensuring safe working conditions for the workmen and to protect adjacent improvements to remain.

B. Provide any and all protection measures necessary to ensure the protection of the workmen, the general public, including children and the project site. These protection requirements remain the Contractor’s sole responsibility throughout the duration of the project, including non-working hours.

C. Do not obstruct vehicular, bicycle or pedestrian thoroughfares, unless previously accepted by the City. Provide safe and adequate detours around the construction as required by City and State regulations.

D. Trenches shall be covered at all times when work directly associated with the trenches is not occurring, including non-work hours.

E. During the course of construction, the Contractor shall ensure that surface drainage does not create a nuisance onto adjacent properties.

1.06 Erosion Control Measures
A. Construction sites shall have required erosion and sediment control measures in place as required by the Erosion and Sediment Control Plan. If construction is in progress, the Contractor shall ensure that the construction site is prepared prior to the onset of any storm. At a minimum, erosion control measures shall include:

1. Broadcast seed

2. Drainage area protection

3. Dust/mud control

4. Drain inlet filters

5. Silt fence and straw wattles

6. Slope protection

7. Straw bales

8. Silt controlling devices

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 31 20 00: Earthwork

PART 2 - PRODUCTS

2.01 Base Rock
A. Class 2 aggregate base per Caltrans Standard Specifications, latest edition.

2.02 Drain Rock
A. Drain rock shall be Class 2 permeable, washed, unbroken stone or gravel.

Material gradation shall conform to the following:

Sieve Size Percent Passing
1 inch 100
No. 4 20-50
No. 50 0-10
No. 200 0-5

2.03 Pea Gravel
A. Pea gravel shall be natural stone, free of clay, shale or organic matter, and shall conform to the following:

Sieve Size Percent Passing
3/8 inch 100
No. 4 47
No. 8 2
No. 16 1

2.04 Fill
A. Structural Fill shall conform to Caltrans Standard Specifications or the accepted site-specific geotechnical report generated for the project.

B. Fill for non-structural areas shall conform to the following standards:

1. Plasticity: ASTM D4318-84

2. Expansion Index: No greater than twenty (20)

3. Testing: UBC 29-9 and ASTM D422-72

4. Particle Size: No greater than one inch (1”)

2.05 Topsoil
A. The top eight to ten inches (8” – 10”) of native soil containing more than three percent (3%) organic material. Topsoil shall be free of rocks no larger than one inch (1”) in diameter, free from subsoil, roots, heavy or stiff clay, course sand, destructive seeds, noxious chemicals, brush, debris, litter and other undesirable materials.

B. For any import soil to be used in turf/planting areas, submit a soils analysis with soil amendment recommendations (for plant growth) for review and acceptance prior to placement on-site. Soils test information shall be as outlined in Section 32 90 00: Planting – 1.06.

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025
Section 31 20 00: Earthwork

2.06 Soil Sterilant
A. Sterilizer shall be standard, quick-acting, short-lived and non-selective weed and grass killer, commonly used under roadway/transportation projects.

Application of the sterilant shall pose no short or long term health threats to the installer or the general public. Submit analysis for approval prior to applying.

2.07 Sand
A. Granular, fine, free of organic matter, mica, loam or clay material.

PART 3 - EXECUTION

3.01 Construction Staking
A. The layout of all work shall be performed by a California State licensed land surveyor provided by the Contractor.

B. Notify the Inspector immediately of any discrepancies between actual field conditions and the Plans. Minor field adjustments may be necessary in order to fulfill the intent of the Plans.

C. Non-notification of discrepancies between actual field conditions and the Plans by the Contractor, in writing, shall indicate his acceptance of such field conditions. Adjustments/modifications to the construction to accommodate the inconsistencies (without notification) shall be at no additional cost to the City.

3.02 Excavation
A. All excavations shall be as noted on the Plans. Excavations shall include accommodation of base material.

B. Do not over-excavate. Excavations shall provide appropriate space to install shoring, bracing, formwork, etc., as needed to ensure the safe and proper construction of the work.

C. Take every precaution to prevent water from entering, softening, and undercutting excavated areas, including, pits, footings, trenches, etc.

D. Notify the Inspector immediately upon discovery of unsatisfactory soils materials or unforeseen site conditions. Excavation shall include the complete removal of the unsatisfactory material and its legal disposal thereof.

3.03 Site Grading
A. A grading permit is required to be obtained by the Contractor prior to commencing any earthwork.

B. Grading shall include adjacent transition areas, new elevations/contours as shown on the Plans. All subgrade areas shall be graded parallel to the finish grades and contours and shall be uniform in slope. Transition areas shall provide a smooth connection between new and existing grades and shall not create additional drainage or ponding onto adjoining properties.

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Section 31 20 00: Earthwork

C. Surface grades shall provide for positive drainage away from structures and footings, and shall be uniformly smooth throughout.

D. Rough grading shall:

1. Be graded to a tolerance of 0.10 feet, plus or minus for planted and turf areas.

2. Be graded with a tolerance less than .04’ from specified grade and cross section for subgrade in which pavement, curbs and other structural elements are to be placed immediately above.

3. Provide a subgrade surface free of exposed rocks, stones and boulders.

4. Provide a subgrade surface free of depressions, pits, etc., with proper backfill and compaction. See paragraph 3.04 below.

3.04 Placement of Fill Material
A. Prior to placement of fill material, the Contractor shall:

1. Obtain approval of the subgrade surface from the Inspector.

2. Scarify, dry and compact soft and/or wet areas.

3. Remove and replace unsuitable subgrade material to the satisfaction of the Inspector.

4. Take all necessary corrective action.

B. Do not use topsoil as fill or backfill material, unless otherwise accepted in writing.

C. Fill shall be placed in the following manner:

1. Accepted engineered fill material for structural slabs and areas to be paved shall be placed in six-inch (6”) loose thickness,
uniform layers over the entire area.

2. Fill material in planted areas shall be placed in twenty-four inch (24”) maximum loose thickness throughout the areas to receive fill.

D. Aerate or water each lift to obtain the required compaction rate indicated on the Plans. Thoroughly mix material to ensure proper moisture content for compaction. Repeat the operations until grades, as shown on the Plans, are obtained. Jetting of trenches shall be reviewed and accepted by the Inspector prior to performance of work.

E. Do not place fill when the subgrade is frozen, muddy or wet. Allow conditions to thaw and dry out before resuming operations.

F. Use hand tampers or vibrating compactors around foundations walls, retaining walls and other structural elements. Do not use large equipment in these areas and do not begin compaction operations until the bearing surfaces have reached its design strength.

G. Fill around existing trees to remain shall not exceed twelve inches (12”).

1. Minor fill (6” or less) shall utilize topsoil and shall be placed by hand. Do not cover crown of trunk. Feather grades to the extent possible.

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2. Fills between 6” and 12” shall utilize 3/4” pea gravel on grade, placed up to three inches (3”) below finish grade. Apply topsoil, by hand, to meet finish grade elevations. Feather grades to the extent possible.

H. Construct mounds from on-site material. The core of the mound (1’ below finish elevations) shall be compacted to 90%. The top twelve inches (12”) shall be compacted to 85%. Place topsoil in the top twelve inches (12”).

I. Place topsoil in all turf and planting areas a minimum of twelve (12) inches deep.

See Section 31 10 00, 3.03-B: Clearing and Grubbing.

3.05 Trenching, Backfilling and Compacting
A. For trenches greater than five feet (5’) in depth, submit an OSHA permit related to the work.

B. All trenches shall be straight, true and cut vertical at 90 degrees to the surface plane.

C. For trenches through existing paved surfaces, use a concrete saw or other tool to achieve straight, clean lines. Replace paved surface to the same or better condition as existing prior to cut.

D. Do not over-excavate. Maintain bearing surfaces true, level and undisturbed to the extent possible.

E. Trenches shall be kept dry and frost-free. Do not allow standing water to collect.

F. Do not allow trenches to remain exposed at any time when work directly related is not occurring. Cover all trenches during non-work hours.

G. Bedding for all trenches to receive pipes shall be as follows:

1. Bedding material shall be consistent with the City of Roseville Design and Construction Standards, latest edition.

2. Pipe shall lie completely on bedding. Pipe fittings or joints shall not bear weight.

3. Bedding shall be uniform throughout the length of pipe.

H. Initial backfill for storm drains, sewer lines and electrical conduit shall conform the applicable City standard set forth by the Department having jurisdiction.

I. Backfill beyond the initial operations shall be native soil, placed in twelve-inch (12”) lifts. Compaction for trenched areas shall be 95% for parking lot, driveway and roadway areas; 90% for hardscape (i.e. walkways, picnic pads basketball and tennis courts); and 85% in areas to be planted. Place topsoil over trenches in planted areas. Upon completion, all trenches shall be filled flush with adjacent finish grades.

J. Compaction tests shall be required for trenched areas, hardscape areas and areas where fill over two feet in depth will be placed. The Inspector shall determine the number of tests and the locations. Re-tests shall be the Contractor’s responsibility.

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K. Potholing shall be required in areas where existing utilities are indicated. Hand digging may be required.

3.06 Soil Sterilant
A. Soil sterilant shall be applied to areas where paving is to be installed. The worker applying the sterilant shall take every precaution to avoid overspray of sterilant onto areas to be planted. The sterilant shall be placed no further than six inches (6”) beyond the edge of pavement.

B. Soil sterilant shall not be applied in inclement weather and windy days.

3.07 Drainage Areas
A. All bare areas, regardless of slope, within 50 feet of natural drainages shall be covered with straw and pressed in place.

B. No grading or trenching, except as required for erosion or sediment control, shall occur within 35 feet from the centerline of perennial and intermittent drainage swales between October 5 and April 1 unless approved by the Engineering Division, as well as any other governmental agency which may have additional jurisdiction and/or requirements.

3.08 Dust/Mud Control
A. Adjacent Streets: Adjacent street frontages shall be swept at least once a day to remove silt and other dirt which is evident from construction activities.

B. Construction Vehicles: The Contractor is responsible for cleaning construction vehicles leaving the site on a daily basis to prevent dust, silt, mud and dirt from being released or tracked offsite. Adjacent streets shall be swept clean daily.

C. Grading Spoils: Dry stockpiles of soil shall be watered to prevent the generation of airborne dust. Trucks transporting dry soil shall be covered with tarpaulins.

D. Water: Water shall be sprayed on all exposed earth surfaces during clearing, grading, earth moving and other site preparation activities. The exposed earth shall be watered throughout the day to minimize dust. The Contractor shall obtain a hydrant permit from the Environmental Utilities Department.

E. Wind Allowances: Grading activities shall be restricted or halted when winds exceed 15 miles per hour as deemed necessary by the Public Works Inspector.

END OF SECTION

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Section 32 12 16: Asphalt Concrete Paving

SECTION 32 12 16

ASPHALT CONCRETE PAVING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards and the City of Roseville Parks Construction Standards, latest editions, shall be in addition to the standards provided herein.

D. The standards set forth in the State of California, Title 24, Americans with Disabilities Act, latest edition, shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of asphalt concrete paving, including international disabled signs as shown in the City Standard, as shown on the Plans and as specified herein.

1.03 Related work
A. Section 09 91 50: Outdoor Sports Court Markings

1.04 References
A. Caltrans Standard Specifications for asphaltic concrete, latest edition.

1.05 Tolerances
A. All surface areas shall drain. Ponding, puddling or birdbaths are not acceptable.

B. Surface grades shall conform to the following:

Description shall not exceed, ... from indicated
line, grade or thickness
Base Course 0.1 foot +/-
Finish Surface 0.05 foot +/-
Thickness of finished
pavement

0.01 foot less
C. Flatness: maximum variance of 1/8” as measured with a ten (10) foot straight edge.

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1.06 Testing
A. Testing shall occur during the installation of pavement. The number and frequency of tests shall be as determined by the Inspector.

PART 2 - PRODUCTS

2.01 Aggregate Base
A. Conform to Caltrans Standard Specification, Section 26 paragraph 1.02B, Class 2.

2.02 Asphalt Concrete
A. Conform to Caltrans Standard Specification, Section 39 and the City of Roseville Design and Construction Standards, latest edition.

2.03 Soil Sterilant
A. Sterilizer shall be standard, quick-acting, short-lived and non-selective weed and grass killer, commonly used under roadway/transportation projects.

Application of the sterilant shall pose no short- or long-term health threats to the installer or the general public. Submit analysis for approval prior to applying.

2.04 Striping
A. Refer to sports surfacing section 09 91 50

2.05 Header
A. Per City of Roseville Parks Construction Standards, latest edition.

PART 3 - EXECUTION

3.01 Preparation
A. Upon completion of grading operations, compact the subgrade at the required elevation to a relative compaction density of 95%, unless otherwise noted on the Plans. A load or performance test shall be conducted in the presence of the Inspector prior to the placement of AC.

B. Apply soil sterilant per manufacturer’s directions. Limit the work zone of the sterilant application to the area to receive paving plus three feet (3’) on each side.

C. Completely install redwood header as shown in the City of Roseville Parks Construction Standards, latest edition, if shown on the Plans.

D. No material shall be placed in muddy conditions, nor shall any material be placed during or immediately after inclement weather, i.e. rain storms, FOR
temperatures below 35 degrees F, etc.

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E. In areas where soil conditions are less than optimal, geotechnical tests shall be performed to verify compaction rates. The Inspector shall determine the number of tests necessary in order to verify conditions. Initial tests will be provided by the City. Re-tests shall be the Contractor’s responsibility.

3.02 Installation
A. Asphalt Court Surface Paving to be 2-1/2" AC paving to be placed in 1 lift.

B. Spread aggregate base material in six-inch (6”) lifts.

C. Compact base surface to a relative compaction of 95% and in accordance to the Caltrans Standard Specifications, Section 26.

D. Spread asphalt concrete material in accordance to the Caltrans Standard Specifications, Section 39.

E. Upon completion, apply water to the finished surface and allow water to runoff. All areas of ponding, puddling or birdbaths shall be filled with asphalt and fine aggregate. Conform fill surface with adjacent surface to the point edges are not visible.

F. Take every precaution to protect adjacent amenities or structures from material spillage or damage. In case of spillage or damage, the Contractor shall immediately repair or replace the damaged area to the satisfaction of the City.

G. Clean and oil all manhole covers, grates and other surface structures within the pavement area.

H. Clean all surface structures that lie within the asphalt concrete area.

3.03 Striping
A. Conform to the City of Roseville Design and Construction Standards, latest edition.

B. Ensure that all pavement to receive striping is completely cured. Clean all pavement surfaces.

C. All pavement lines widths to be per manufactures recommendations.

D. Apply all pavement markings on clean, dry surfaces, during weather conditions where temperatures are higher than 35 degrees F, no rain is occurring or predicted within the next twenty-four (24) hours, and the humidity is less than

80. E. Remove all excess adhesives and tracking onto unmarked areas.

3.04 Protection and Cleaning
A. Do not allow equipment or vehicles to park on new asphalt surfaces upon completion of coating. At his discretion, the Contractor may allow the parking of equipment and vehicles on the asphalt concrete AFTER the asphalt concrete material has been laid, passing applicable compaction tests and PRIOR TO FOR
applications of coating and striping.

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Section 32 12 16: Asphalt Concrete Paving

END OF SECTION

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Section 33 00 00: Utilities

SECTION 32 31 13

CHAIN LINK FENCING
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Special Conditions shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of the chain link fence system, including gates as shown on the Plans and as specified herein.

1.03 References
A. Caltrans Standard Specifications, latest edition.

PART 2 - PRODUCTS

2.01 General
A. Wire used in the fabric shall be galvanized and shall have a tensile strength of 80,000 lbs. per square inch based on cross sectional areas of the wire. One sample shall be tested without removing bends caused by weaving of the wire with the mesh. A second test shall be conducted on a wire strand carefully straightened. The tensile strength is finally determined as the average reading between the two tests. Wire to match fabric selection.

B. Fabric shall be 1-3/4” 9-gauge nominal wire mesh, hot-dipped galvanized after weaving as shown on the plans. Conform to ASTM A392, with tensile strength as described in 2.01A above. Fabric shall be knuckled top and bottom with single width to full height of fence.

C. Ties/Fasteners shall be 9-gauge aluminum or black powder coated wire.

D. Fittings, clips, bolts, bands, bars, post tops/covers and other hardware necessary for a complete fence system shall be galvanized.

E. Where fencing is shown on the Plans to be black vinyl or powder coated, all appurtenances, including fabric, posts, rails, clips, bands, fittings, etc., necessary for a complete fence system shall be black vinyl or powder coated. FOR Vinyl or powder coating shall be the industry standard for this type of finish.

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2.02 Posts and Rails
A. Posts and rails shall be hot-dipped galvanized per ASTM A53 or black powder coated, to match fabric and as shown on the Plans. All posts shall be installed with moisture-proofed caps on the top.

B. Size and lengths of posts shall be as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

2.03 Gates
A. Fabric and finish to match fence.

B. Hinges and latches shall be industrial strength, heavy duty and shall fit snugly around post. Latches shall be lockable.

C. Size and lengths of posts shall be as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

PART 3 - EXECUTION

3.01 Post Installation
A. Posts are to be spaced evenly as shown on the City Standard and set plumb and true to lines with the top line uniform as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

B. All posts shall be set in concrete as shown in the City of Roseville Design and Construction Standards PK-40, latest edition.

C. Where nicks on vinyl or powder coated finished occurs due to installation, the Contractor shall re-finish and patch damaged areas immediately.

3.02 Fabric
A. Attach fabric using fabric bands or clips spaced approximately 14” apart.

Connections to top rails and tension wires shall utilize wire ties placed 24” on center.

B. For corner and vertical end connections, install stretcher bars banded to posts and gate frames at 24” apart (maximum).

C. All fabric to be stretched tight, free from sags and bulges.

3.03 Rails
A. For splices along the top rail, provide couplings every 20’. The coupling shall produce a continuous brace from end to end of each stretch of fence. Install a heavy spring at every fifth coupling to allow for expansion or contraction.

B. Utilize the appropriate fittings to ensure that all rails are rigidly clamped to end and corner posts.

FOR
C. Clamp mid and bottom rails at each post.

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3.04 Gates
A. Gates shall be installed consistent with the City Standard detail. Verify grade conditions along the fence bottom to ensure proper use of the gate(s).

B. Gate openings shall be face-to-face dimensions and shall swing according to the Plans.

3.05 Cleaning
A. Thoroughly clean all areas where work has occurred. Remove from the site excess material, debris and rubbish.

B. Take all precautions to protect completed work. Immediately repair or replace all damaged areas due to tire ruts, erosion, compaction failure, etc. Keep all erosion control measures intact.

END OF SECTION

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Section 33 00 00: Utilities

SECTION 33 00 00

UTILITIES
PART 1 - GENERAL

1.01 General Requirements
A. The requirements set forth in the General Conditions shall be in addition to the standards provided herein.

B. The requirements set forth in the Supplemental Conditions shall be in addition to the standards provided herein.

C. The standards set forth in the City of Roseville Design and Construction Standards, latest edition, for storm drainage throughout the project and for sanitary sewer installations within the public rights-of-ways, easements, or as shown on the improvement plans shall be in addition to the standards provided herein.

D. The standards set forth in the latest edition of the California Building Code (CBC) for sanitary sewer installation within the project site, outside of the public right-of-way or easement shall be in addition to the standards provided herein.

1.02 Description
A. Furnish all labor, materials and equipment for the complete installation of the storm drain system and sanitary sewer pipe, and necessary appurtenances as shown on the Plans and as specified herein.

B. Submit a materials listing for review and approval prior to commencement of specified work.

1.03 Related Work
A. Section 31 10 00: Clearing and Grubbing
B. Section 31 20 00: Earthwork

1.04 Safety Requirements
A. Furnish, install and maintain required sheeting, shoring, bracing, and other methods to ensure complete and safe work environment for all workers. Upon completion of work, remove all bracing, shoring, etc. in its entirety, unless otherwise directed by the Inspector.

B. Prior to excavation or trenching, the Contractor shall contact USA Alert (800) C. 227-2600 to locate all known utilities a minimum of 48 hours prior to start of work. During the course of construction, the Contractor shall take every

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Section 33 00 00: Utilities

precaution to maintain and protect utilities noted to remain. Said utilities shall remain operational at all times, unless otherwise noted on the plans.

D. The existing utilities are shown on the Plans based on the information available at the time of contract document development. The City shall not assume responsibility for any inaccuracies or incompleteness of the Plans based on such information. The Contractor shall immediately notify, upon damage of any pipeline or facility, the Owner and/or its agents and take every action necessary to repair or replace damaged facilities to the satisfaction of the Inspector, and at no additional cost to the City.

E. Trenches, excavations and repair of pavement shall be consistent with Section 31 20 00: Earthwork.

1.05 Coordination
A. The piping system as shown on the Plans is diagrammatic. The Contractor shall make reasonable adjustments to the layout to avoid conflicts, based on actual field conditions. Said changes shall not interfere with the design intent of the system.

1.06 Tolerance
A. The allowable tolerance for the installation of pipe is 0.05 feet within grades or spot elevations indicated on the Plans.

1.07 Product Storage
A. Take every precaution to protect the materials and pipes from damage during the delivery, storage and installation of the pipe system. Store in a cool, contained area, protected from direct sunlight and per manufacturer’s recommendations. Pipe shall be supported on firm level ground at the site.

1.08 Record Drawings
A. The Contractor shall keep an accurate record of the as-built conditions of the storm drain and sanitary sewer system. These records shall be updated daily and kept at the construction site. At any time, the Inspector may examine the conditions of the “as-builts” to ensure compliance of the above.

PART 2 - PRODUCTS

2.01 General
A. All products shall conform to City of Roseville Design and Construction Standards, latest edition, except as noted below.

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2.02 Drain Pipe
A. Solid drainpipe shall be PVC SDR 35 and shall conform to ASTM D1784, or accepted equal. Gasketed connections shall conform to ASTM F477.

B. Perforated drainpipe shall be smooth walled PVC, open per Caltrans Section 68-1.02K, or accepted equal.

2.03 Drain Rock
A. Drain rock shall be Class 2 washed, ¾” diameter.

2.04 Filter Fabric
A. Filter fabric shall be Mirafi 140N, or accepted equal.

2.05 Drains
A. Drain Inlets shall be pre-cast and a minimum size of twenty-four inches (24”) square or round by Jensen Precast, or accepted equal.

1. Grate shall be heavy duty, cast iron, walk-on, and bolt down.

2. Box extensions shall be Jensen Precast, or accepted equal.

3. The base shall be six inches (6”) thick.

4. Walls shall be six inches (6”) thick.

5. A “No Dumping” Metal Storm Drain Marker shall be affixed to the concrete color of each drain inlet (See Detail DR-20)

6. Contractor may install cast-in-place drain inlets in lieu of pre-cast drain inlets.

Submit shop drawings and concrete mix design for review and approval.

B. Channel Drains for baseball/softball backstop areas shall be Polycast 600 series pre-sloped trench drains with galvanized steel slotted grates or accepted equal.

C. Sanitary sewer clean outs shall be as specified in the City of Roseville, Design and Construction Standards, latest edition.

2.06 Manholes
A. Manholes shall have tongue and groove joints, be forty-eight inches (48”) minimum in diameter, meeting ASTM C-478.

B. Covers shall be cast iron.

C. All components shall conform to the City of Roseville Design and Construction Standards, latest edition.

2.07 Tracer Wire
A. Insulated solid copper wire, minimum #12 gauge. Color shall be green.

2.08 Sanitary Sewer Pipe
A. Vitrified clay pipe (VCP) shall be as specified in Section 91 Sanitary Sewer in the City of Roseville, Design and Construction Standards, latest edition.

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Section 33 00 00: Utilities

B. PVC SDR 35 may be used for drinking fountain drain applications only, with prior approval, and shall conform to ASTM D3034.

2.09 Potable Water Warning Tape
A. On sites with both Recycled water and potable water lines. Blue plastic tape, 3 inches wide, with the words “CAUTION: POTABLE WATERLINE” imprinted in minimum 1-inch high, black letters. Imprinting shall be continuous and permanent.

PART 3 - EXECUTION

3.01 General
A. All pipes shall slope uniformly from given elevations shown on the Plans.

B. All pipes shall be accurately laid true to line and grade, utilizing accepted construction methods.

C. Damaged or cracked pipe and fittings shall not be installed and shall be removed from site.

D. Install all pipe in locations shown on the Plans, except where existing conditions necessitate minor changes.

E. All pipe and fittings shall be kept clean and closed throughout the course of construction.

F. Connections to existing sanitary sewer stubs shall be “TV-ed” and air tested prior to the start of construction per the City of Roseville Design and Construction Standards, latest edition.

3.02 Installation
A. Installation of the specified pipe lines shall conform to the City of Roseville Design and Construction Standards, latest edition.

B. Notify the Inspector a minimum of 48 hours prior to covering of work to ensure timely inspections.

C. Cutting of AC or concrete paving shall be clean, vertical and straight, using a saw, or other tool specific to this application. Replace paving to existing or better condition prior to work.

D. Trench and backfill shall be per City of Roseville Design and Construction Standards, latest edition.

E. Catch basins and drain inlets shall be installed with a concrete collar with “No Dumping” message and fish symbol depressed into the concrete or bolted in place, consistent with Drawing DR-20 the City of Roseville Design and FOR
Construction Standards, latest edition.

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Section 33 00 00: Utilities

F. Drain inlets installed in mulched planter areas shall have a 12-inch wide collar of 2- to 6-inch river cobble placed over filter fabric.

G. Channel drains shall be set per manufacturer’s instructions. Place slotted grates along the entire length of the backstop, including wing fencing, wherever concrete is placed adjacent to the backstop system. Provide a below grade piped connection at all gate openings into the infield area. Do not install grated drain sections at these entry/exit points.

H. Manholes shall be per City of Roseville Design and Construction Standards, latest edition. Install grate flush with finish grade.

I. Sanitary Sewer Clean-outs shall be installed with 3M ball markers and shall be located within planted or turf areas, whenever possible. Place clean-outs at 100’ intervals throughout the project. Clean-outs shall not be located within play areas. Install per City of Roseville Design and Construction Standards, latest edition.

J. Upon completion, thoroughly flush storm drain system in the presence of the Parks Inspector.

3.03 Tracer Wire
A. Install tracer wire on top of the potable water lines B. Tracer wire shall be continuous with no splices.

3.04 Potable Water Warning Tape
A. To be used on all potable water piping installed within the same project limits as on-site recycled water piping.

B. Install plastic warning tape in pipe backfill, six inches above pipe, for the entire length of the pipe.

3.05 Cleaning
A. Keep site clean at all times. Remove from the site all debris and rubbish and legally dispose.

END OF SECTION

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APPENDENCY A
WOODBRIDGE PARK PLANS 1988

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APPENDENCY B
WOODBRIDGE PARK PLANS 1989

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APPENDENCY C

WOODBRIDGE PARK MICELLANEOUS IRRIGATION PLANS

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END OF SECTION

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APPENDENCY B
WOODBRIDGE PARK PLANS 1989

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Woodbridge Park Tennis & Pickleball Court Renovation Project February 2025

APPENDENCY C

WOODBRIDGE PARK MICELLANEOUS IRRIGATION PLANS

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END OF SECTION

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DRAW
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

DRAWINGS
Project: Project: Woodbridge Park Tennis & Pickleball Court Renovation Project Drawings are issued as a separate Plan Set, tittled "Woodbridge Tennis & Pickleball Court Renovation Project"
Dated 5/21/25
As Prepared by the City of Roseville Parks, Recreation, & Libraries

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AB 626 - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

AB 626 - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

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

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

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

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

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

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

FOR BIDDING ONLY NOT FOR CONSTRUCTION

AB 626 - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] (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

FOR BIDDING ONLY NOT FOR CONSTRUCTION

AB 626 - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is

FOR BIDDING ONLY NOT FOR CONSTRUCTION

AB 626 - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 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.

FOR BIDDING ONLY NOT FOR CONSTRUCTION

Notice of Exemption
To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678
Project Title: Woodbridge Park Tennis and Pickleball Courts Project Location(s): Woodbridge Park, 415 Sierra Boulevard, Roseville, CA 95678 (APN 011-170-004-000)
Project Description: The project would approve an authorization to bid for improvements at Woodbridge Park. The improvements would include: asphalt court removal and new installation, as well as installation of two new pickleball courts with striping and equipment, one new tennis court with striping and equipment, two new court entrances via chainlink swing gate, new surface mount benches, and a new covered shading seating area. All work will occur within the existing park, and there are no environmentally sensitive resources located onsite. The improvements would not result in expansion of use.

Public Agency Approving Project: Roseville City Council Agency/Individual Carrying Out Project: City of Roseville Parks, Recreation and Libraries Department
Reason why this Project is Exempt: This project qualifies for a Class 1 Exemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 1 consists of the….minor alteration of existing public or private structures, facilities… involving negligible or no expansion of existing or former use…” The project would improve the existing tennis court and add a new tennis court and two new pickleball courts at Woodbridge Park. This would not result in expansion of use beyond existing levels. Furthermore, no environmentally sensitive resources are located within the project sites; therefore, the Class 1 Exemption is applicable to the proposed project.

Lead Agency Contact Person: Josh Cervantes, Parks, Recreation and Libraries Department, 316 Vernon Street, Roseville, CA 95678. (916) 746-1233 Signature: Date: 1/29/2025
Jessica Lynch, Environmental Coordinator
City of Roseville

City Council
Communication
Meeting Date: 8/20/2025
Item #: VII.8
File #: 0800-03
Item ID: 2025-536
Title: California Greenhouse Gas Cap-and-Trade Program – 2026 Allowance Allocation Contact: Long Zhang 916-774-5652 [email protected]

SUMMARY
Staff recommends approving 100% of the City’s 2026 Greenhouse Gas (GHG) allowances to the Compliance account for future compliance obligations, with no allowances allocated to the Auction account. There is no direct fiscal impact associated with the GHG allowance allocation. The allowances, valued at approximately $8.7 million, will be used to offset future GHG compliance costs.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution directing 100% of the City’s 2026 Greenhouse Gas (GHG) allowances to the Compliance account for future compliance obligations, with no allowances allocated to the Auction account.

BACKGROUND
As an electric distribution utility, the City annually receives an allocation of GHG allowances from the State of California under the Cap-and-Trade program. These allowances can be utilized for compliance purposes or consigned for auction. The City is required to designate how to distribute the allowances between its Compliance account and Auction account:
• Allowances placed in the Compliance account must be utilized to meet the City’s emission obligation, which includes emissions from the Roseville Energy Park (REP) and out-of-state electricity imports.
• Allowances placed in the Auction account must be consigned to the quarterly auctions, with the City receiving the proceeds subject to specific spending restrictions.

The City is expected to receive up to 317,415 allowances for 2026, less an adjustment of about 2% (or about 6,000 allowances) due to its participation in the Energy Imbalance Market (EIM). This 2% is estimated based on historical data, and the State will inform the City of the exact amount by the end of August.

The recommendation to allocate all 2026 GHG allowances to the Compliance account is primarily driven by regulatory uncertainties. The State is expected to implement more stringent Cap-and-Trade regulations by the end of 2025, effectively starting in 2026. Key proposed changes include forced consignment and allowance reduction. If these changes materialize, they could potentially lead to a reduction in the number of allowances allocated to the City, an increase in future allowance prices, and restrictions on the City’s ability to bank new allowances in its Compliance account. In addition, since entering the Energy Imbalance Market (EIM) in 2021, there has been an increase in REP operations, driving a higher demand for allowances.

By banking all the 2026 GHG allowances, the City can more effectively manage its compliance obligations

in light of anticipated regulatory changes and increased operational demand. Staff will continue to monitor the regulatory and market developments closely, reassessing the allocation of allowances annually to ensure alignment with the latest regulatory and market conditions.

FISCAL IMPACT
There is no direct fiscal impact associated with the GHG allowance allocation. The allowances, valued at approximately $8.7 million, will be used to offset future GHG compliance costs.

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 the 2026 GHG Allowance Allocation meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Long Zhang, Electric Business Analyst
Daniel Beans, Electric Utility Director
ATTACHMENTS:

1. Resolution 25-281
REVIEWERS:

Long Zhang, Electric Department - Resource Planning & Generation Created/Initiated - 7/24/2025 William Forsythe, Electric Department - All Approved - 8/4/2025 Shawn Matchim, Electric Department - All Approved - 8/5/2025 Daniel Beans, Electric Department - All Approved - 8/5/2025 Gretchen Hakala, City Attorney Department Approved - 8/5/2025 Katrina Six, City Clerk Department Approved - 8/5/2025
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 8/6/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 8/7/2025 Michelle Sheidenberger, City Attorney Department Approved - 8/8/2025 Dominick Casey, City Manager Department - City Manager Approved - 8/11/2025 Katrina Six, City Clerk Department Final Approval - 8/11/2025

RESOLUTION NO. 25-281
APPROVING 100% OF THE ALLOCATION OF THE CITY’S 2026 GREENHOUSE GAS

CAP-AND-TRADE PROGRAM ALLOWANCES
WHEREAS, the City Council approved the Roseville Greenhouse Gas Cap-and-Trade Program in August 2012 and updated said program in February 2013; and WHEREAS, this program defines how Roseville Electric will use the emission allowances it receives from the State each year; and
WHEREAS, each year the City is required to designate how to distribute the allowances between its Compliance account and Auction account; and WHEREAS, the City’s 2026 allocation of Greenhouse Gas Cap-and-Trade Program allowances is 317,415, less an adjustment of about 2%; and WHEREAS, staff recommends 100% of the City’s 2026 Greenhouse Gas (GHG) allowances be allocated to the Compliance account.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Roseville that it hereby approves 100% of the City’s 2026 Greenhouse Gas (GHG) allowances be allocated to the Compliance account.

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

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
___________________________
City Clerk

City Council
Communication
Meeting Date: 8/20/2025
Item #: VII.9
File #: 0400-04-09-01 &
1002-06
Item ID: 2025-545
Title: West Roseville Specific Plan Parcel W-16 - Summary Vacation Contact: Shelby Maples 916-746-1347 [email protected]

SUMMARY
Staff recommends approval of the summary vacation of a portion of a Public Utility Easement (PUE) on West Roseville Specific Plan Parcel W-16. The requested abandonment will vacate approximately 12,200 square feet of a PUE and facilitate on-site development. The required conditions for the summary vacation have been met. The requested action will have no fiscal impact on the City's General Fund.

RECOMMENDATION
Adopt Resolution to summarily vacate an approximately 12,200-square-foot portion of the existing Public Utility Easement at 3200 Pleasant Grove Blvd.

BACKGROUND
Parcel W-16 is located at 3200 Pleasant Grove Bl. on approximately 12.16 acres in the West Roseville Specific Plan (WRSP) area. The parcel is surrounded by an open space parcel with a creek to the north, undeveloped high density residential parcels to the west, and low density residential subdivisions to the east and south. A 40-foot-wide drainage easement and 16-foot-wide bike and pedestrian easement with constructed path are located along the western side of the property, and there is a 40-foot-wide public utility easement across the northern section of the property. The easements were recorded with the large lot final map for Westpark Phase 3 in December of 2011 (Subdivision No. 0000147). The parcel has a General Plan Land Use designation of High Density Residential (HDR) and a Zoning designation of Attached Housing (R3), with a Specific Plan unit allocation of 250 units.

On July 21, 2022, the Design Committee approved a Design Review Permit (DRP) to allow the construction of a multifamily apartment complex with 223 units, including 53 one-bedroom, 72 twobedroom, 34 three-bedroom, and 64 four-bedroom units. The development consists of 18 three-story, townhome-style buildings (File # PL21-0373). The project was subsequently modified to increase the total unit count by two units, for a total of 225 units (File # PL22-0368). The development is currently under construction and nearing completion.

The current request is to abandon the southerly 20.25 feet of the 40-foot-wide public utility easement, which is approximately 12,200 square feet in total. The proposed abandonment will prevent conflicts between the unused easement and the townhome buildings.

Government Code Section 8300 et. seq. (Streets and Highways Code) states that an easement may be terminated (vacated) by adopting a resolution of vacation. There are two pathways for vacation: summary or general. An abandonment request for a public utility easement (PUE) is eligible for the simpler summary vacation when any one of the three potential conditions applies:

1. The easement has not been used for the purpose for which it was dedicated or acquired for five consecutive years immediately preceding the proposed abandonment.

2. The easement has been in place for less than five years (making it ineligible for condition 1 above), but has been in place for at least a year and has not been used for the purpose for which it was dedicated or acquired.

3. The need for the easement has been superseded by relocation, and there are no other public facilities in the easement.

The PUE was originally recorded with the large lot subdivision map for Westpark Phase 3 in December 2011, but there are no utilities currently within the easement, nor have there been utilities within the easement for the past five years. The proposed easement vacation was routed to all utilities which could be affected by the project, and no objections were received. For these reasons, staff concludes that Condition 1 (as described above) for a summary vacation applies and recommends approval of the vacation request.

FISCAL IMPACT
There will be no fiscal impact to the City.

ENVIRONMENTAL REVIEW
The approved project which required the abandonment was statutorily exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15182, subdivision (c), which exempts residential projects implementing Specific Plans. The summary vacation is consistent with the prior project and is also categorically exempt from CEQA pursuant to Section 15305 for Minor Alterations in Land Use Limitations.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth
Respectfully Submitted,
Shelby Maples, Associate Planner
Mike Isom, Development Services Director
ATTACHMENTS:

1. PL25-0372 - Vicinity Map

2. Resolution 25-282
REVIEWERS:

Shelby Maples, Development Services - Planning Created/Initiated - 7/29/2025 Greg Bitter, Development Services Department Approved - 7/30/2025 Mike Isom, Development Services Department Approved - 7/30/2025 Gretchen Hakala, City Attorney Department Approved - 8/5/2025 Katrina Six, City Clerk Department Approved - 8/5/2025
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 8/7/2025 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 8/7/2025