Yorba Linda City Council
August 5, 2025

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8.2 Termination by Contractor. Contractor may terminate this Agreement upon sixty (60) days’ written notice to City.

8.3 Consequences of Termination. In the event of termination, Contractor shall be entitled to compensation for the Services satisfactorily performed up to the date of termination; City, however, may condition payment of such compensation upon Contractor delivering to City any or all materials provided to Contractor or prepared by or for Contractor or City in connection with this Agreement. Upon receipt of any notice of termination, Contractor shall immediately cease all Services hereunder except such as may be specifically approved by the Contract Administrator.

8.4 Administrative Change Orders. City shall have the right at any time during the performance of the Services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Services or make changes by altering, adding to, or deducting from said work. No such extra work may be undertaken unless a written change order is first given by the Contract Administrator to Contractor, incorporating therein any adjustment in (i) the total compensation, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of Contractor. Any increase in compensation of up to five percent (5%) of the total compensation or TWENTY-FIVE THOUSAND DOLLARS ($25,000), whichever is less; or in the time to perform of up to one hundred eighty (180) days may be approved in writing by the Contract Administrator. Contractor understands and agrees that, if City grants an extension in time without additional work, City shall have no obligation to provide Contractor with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Contractor for any otherwise reimbursable expenses incurred during the extension period. All other extensions or modifications to this Agreement shall require a written amendment pursuant to Subsection 8.5.

8.5 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties. The Contract Administrator shall have the authority to execute amendments to this Agreement which do not materially change the terms hereof, in the Contract Administrator’s discretion, to the extent permitted by applicable federal, state, and local law. The Contract Administrator may refer any proposed amendment to the City Council for review and approval.

8.6 Assignment and Subcontracting. City and Contractor recognize and agree that this Agreement contemplates personal performance by Contractor and is based upon a determination of Contractor’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Contractor.

Contractor may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Contractor shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the Scope of Services, without prior written approval of the Contract

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Administrator. In the event of any unapproved assignment, including in connection with any bankruptcy proceeding, this Agreement shall be void. No approved assignment shall release Contractor or any surety of Contractor of any liability hereunder without the express consent of City.

8.7 Survival. All obligations arising prior to the expiration or termination of this Agreement and all provisions of this Agreement allocating liability between City and Contractor shall survive the expiration or termination of this Agreement.

8.8 Disputes, Default. In the event that Contractor is in default under the terms of this Agreement, City shall not have any obligation or duty to continue compensating Contractor for any of the Services performed after the date of default. Instead, City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, in the sole discretion of the Contract Administrator. During the period of time that Contractor is in default, City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, City's remedies shall include, but not be limited to, any or all of the following:
a. Immediately terminate this Agreement;
b. Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Contractor pursuant to this Agreement;
c. Retain a different contractor to complete the Services; and/or d. Charge Contractor the difference between the cost to complete the Services that is unfinished at the time of breach and the amount that City would have paid Contractor pursuant to Section 2 if Contractor had completed the Services.

Any failure on the part of City to give notice of Contractor’s default shall not be deemed to result in a waiver of City’s legal rights or any rights arising out of any provision of this Agreement.

8.9 Claims by Contractor. Claims, as that term is defined in California Public Contract Code Section 9204, by Contractor and, where applicable, any subcontractor, in connection with a public works project shall by subject to the mediation procedure in California Public Contract Code Section 9204.

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SECTION 9. KEEPING AND STATUS OF RECORDS.

9.1 Documents and Data. All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents, and other materials plans, drawings, estimates, test data, survey results, models, renderings, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings, digital renderings, or data stored digitally, magnetically, or in any other medium (the “Documents and Materials”) prepared or caused to be prepared by Contractor, its employees, subcontractors, and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Administrator or upon the expiration or termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the Documents and Materials hereunder. Any use, reuse or assignment of such completed Documents and Materials for other projects and/or use of uncompleted documents without specific written authorization by Contractor will be at City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, revise, or assignment. Contractor may retain copies of such Documents and Materials for its own use. Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any Documents and Materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom.

9.2 Licensing of Intellectual Property. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, rights of reproduction, and other intellectual property embodied in the Documents and Materials. Contractor shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for the Documents and Materials the subcontractor prepares under this Agreement. Contractor represents and warrants that Contractor has the legal right to license any and all of the Documents and Materials. Contractor makes no such representation and warranty in regard to the Documents and Materials which were prepared by design professionals other than Contractor or provided to Contractor by City. City shall not be limited in any way in its use of the Documents and Materials at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk.

9.3 Records. Contractor shall keep, and require subcontractors to keep, such ledgers books of accounts, invoices, vouchers, canceled checks, reports (including but not limited to payroll reports), studies, or other documents relating to the disbursements charged to City and the Services performed hereunder (the “Books and Records”), as shall be necessary to perform the Services required by this Agreement and enable the Contract Administrator to evaluate the performance of such Services. Any and all such Books and Records shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Administrator

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shall have full and free access to such Books and Records at all times during normal business hours of City, including the right to inspect, copy, audit, and make records and transcripts from such Books and Records. Such Books and Records shall be maintained for a period of three (3) years following completion of the Services hereunder, and City shall have access to such Books and Records in the event any audit is required. In the event of dissolution of Contractor’s business, custody of the Books and Records may be given to City, and access shall be provided by Contractor’s successor in interest. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.

9.4 Reports. Contractor shall periodically prepare and submit to the Contract Administrator such reports concerning the performance of the Services required by this Agreement as the Contract Administrator shall require. Contractor hereby acknowledges that City is greatly concerned about the cost of the Services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the Services contemplated herein or, if Contractor is providing design services, the cost of the project being designed, Contractor shall promptly notify the Contract Administrator of said fact, circumstance, technique, or event and the estimated increased or decreased cost related thereto and, if Contractor is providing design services, the estimated increased or decreased cost estimate for the project being designed.

9.5 Confidentiality. City and Contractor agree that, until final approval by City, all data, plans, specifications, reports, and other documents are confidential and will not be released to third parties without prior written consent of both Parties unless required by law. Contractor, its officers, employees, agents, or subcontractors, shall not, without prior written authorization from the Contract Administrator or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories, or other information concerning the work performed under this Agreement. If Contractor, or any officer, employee, agent, or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any Claims caused by or incurred as a result of Contractor’s conduct.

Contractor shall promptly notify City should Contractor, its officers, employees, agents, or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions, or other discovery request, court order, or subpoena from any party regarding this Agreement and the Services performed thereunder. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing, or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any

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such response does not imply or mean the right by City to control, direct, or rewrite said response. Response to a subpoena or court order shall not be considered a voluntary disclosure so long as Contractor gives City notice of such court order or subpoena as provided herein. Contractor understands and agrees that it may be required to provide documents to the City to be produced in response to a Public Records Act request.

SECTION 10. MISCELLANEOUS PROVISIONS.

10.1 Attorneys’ Fees. If either Party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Party shall be entitled to reasonable attorneys’ fees and expenses including costs, in addition to any other relief to which that Party may be entitled; provided, however, that the attorneys’ fees awarded pursuant to this Subsection shall not exceed the hourly rate paid by City for legal services multiplied by the reasonable number of hours spent by the prevailing Party in the conduct of the litigation. The court may set such fees in the same action or in a separate action brought for that purpose.

10.2 Venue. In the event that either Party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in Riverside County.

10.3 Severability. If any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected thereby and all other parts of this Agreement shall nevertheless be in full force and effect.

10.4 Section Headings and Subheadings. The section headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement.

10.5 No Implied Waiver of Breach. Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a nondefaulting Party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.

10.6 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties.

10.7 Contractor Principals and Representatives. The following principals of Contractor (“Principals”) are hereby designated as being the principals and

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representatives of Contractor authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith:

Richard Gonzales, President
It is expressly understood that the experience, knowledge, capability, and reputation of the Principals were a substantial inducement for City to enter into this Agreement. Therefore, the Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the Services hereunder. All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City.

10.8 City Contract Administration. This Agreement shall be administered by a City employee, Brad Skeene, Parks and Facilities Superintendent (“Contract Administrator”). All correspondence shall be directed to or through the Contract Administrator or his designee. It shall be Contractor’s responsibility to assure that the Contract Administrator is kept informed of the progress of the performance of the Services and Contractor shall refer any decisions which must be made by City to the Contract Administrator. Unless otherwise provided by applicable law, the Contract Administrator shall have the power to act on behalf of City for all purposes under this Agreement. Unless otherwise provided in this Agreement, Contractor shall not accept direction or orders from any person other than the Contract Administrator or his designee.

10.9 Notices. Any written notice to Contractor shall be sent to:

R G General Engineering, Inc.

Attn: Richard Gonzales
3594 Bluff Street
Norco, CA 92860
Any written notice to City shall be sent to the Contract Administrator at:

City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
Attn: Brad Skeene, Parks and Facilities Superintendent
with a copy to:

City Clerk
City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886

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Any notice, demand, request, document, consent, approval, or communication either Party desires or is required to give to the other Party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail. Either Party may change its address by notifying the other Party of the change of address in writing. Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section.

10.10 Rights and Remedies. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.

10.11 Integration, Interpretation. This Agreement, including Exhibits A and B, represents the entire and integrated agreement between City and Contractor and supersedes all prior negotiations, representations, or agreements, either written or oral.

The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.

10.12 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.

10.13 Execution of Contract. The persons executing this Agreement on behalf of each of the Parties hereto represent and warrant that (i) such Party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other agreement to which said Party is bound.

10.14 Nondiscrimination. Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that in the performance of this Agreement there shall be no discrimination against or segregation of, any person or group of persons on account of any impermissible classification including, but not limited to, race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry.

10.15 No Third Party Beneficiaries. There are no intended third-party beneficiaries under this Agreement and no such other third parties shall have any rights or obligations hereunder.

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10.16 Nonliability of City Officers and Employees. No officer, official, employee, agent, representative, or volunteer of City shall be personally liable to Contractor, or any successor in interest, in the event of any default or breach by City or for any amount which may become due to Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.

10.17 No Undue Influence. Contractor declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of City in connection with the award, terms or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of City shall receive compensation, directly or indirectly, from Contractor, or from any officer, employee, or agent of Contractor, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement.

10.18 No Benefit to Arise to City Employees. No member, officer, or employee of City, or their designees or agents, and no public official who exercises authority over or has responsibilities with respect to this Agreement during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or subagreement, or the proceeds thereof, for the Services to be performed under this Agreement.
[Signatures on Following Page]

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EXHIBIT A

EXHIBIT A

SCOPE OF SERVICES
Services shall include Bryant Ranch Park Sport Court Improvement Project services, including labor, materials, services and equipment is the total amount of all lump sum items and of all unit price sums, determined by multiplying the unit price for each item times the actual quantity of each such item, in the amount not to exceed FOUR HUNDRED

SEVENTEEN THOUSAND ONE HUNDRED EIGHTY SIX DOLLARS AND FIFTY CENTS ($417,186.50) as further detailed in the attached pages (if any). If the Services include Services pursuant to a request for proposals or bid, the Services shall include the work contemplated by the entire “Bid Package” or “Request for Proposals” for the Services, including all plans, addenda, documentation, and specifications attached thereto. A copy of the Bid Package and/or Request for Proposals, as applicable shall be retained with a copy of this Agreement. Contractor shall keep a copy of the same for at least three (3) years following termination of this Agreement. [

REQUEST FOR PROPOSALS

BRYANT RANCH PARK

SPORT COURT IMPROVEMENT PROJECT

DEPARTMENT OF PARKS AND RECREATION
RFP Circulation Date:

June 2025
Proposals Submission Deadline:

No later than 9:00 AM (PST), Tuesday, July 8, 2025
City of Yorba Linda
City Clerk’s Office
4845 Casa Loma Avenue
Yorba Linda, California 92886

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 2 City of Yorba Linda
Request for Proposals
Bryant Ranch Park
Sport Court Improvement Project
Table Of Contents
Page
Notice Inviting Bids..................................................................................................... 4 A. Objective....................................................................................................................... 6 B. Proposal Due Date.................................................................................................... 6 C. RFP Inquiries................................................................................................................ 6 D. About The City ............................................................................................................. 6 E. Scope Of Work …………………............................................................................... 7 F. Procedure For Submitting Project Proposals ………………..………………….. 7 G. Data To Be Submitted With Project Proposals...................................................... 7 H. Start And Completion Of Work......................................................................... 8 I. General Requirements & Additional Information.................................................... 9

1. Personnel.................................................................................................... 9

2. Right to Extend Deadline and Request Additional Information................... 9

3. Proposal Interpretations and Addenda.........................................................9

4. Exceptions .................................................................................................. 9

5. Applicable Laws Shall Apply........................................................................ 9

6. Collusion Among Respondents.................................................................. 9

7. Expenses Incurred and Public Record...................................................... 10

8. Late Submissions and Nonconforming Terms and Conditions................ 10

9. Withdrawal of Proposal.......................................... ..................................10

10. Withdrawal of Request for Proposal........................................................ 10

11. Conflict of Interest................................................................................... 10

12. Confidential Information........................................................................... 10 Proposal……………………………………………………………………………………….. 12
General Specifications………………………………………………………………………. 25

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 3 City of Yorba Linda
Request for Proposals
Bryant Ranch Park
Sport Court Improvement Project
Table Of Contents
Special Provisions……………………………………………………………………………. 34
Attachment A – Technical Specifications
Attachment B – General Plans
Attachment C – Agreement

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 4 City of Yorba Linda
Notice Inviting Bids
Bryant Ranch Park
Sport Court Improvement Project
PUBLIC NOTICE IS HEREBY GIVEN that the City of Yorba Linda, as AGENCY, invites sealed bids for the above-stated project and will receive such bids in the offices of the City Clerk up to the hour of 9:00 a.m. on the 8thth day of July 2025 at which time they will be publicly opened and read aloud.

The Contract Bid shall be submitted in a sealed envelope marked on the outside with the project title:
“Sealed Bid for Bryant Ranch Park Sport Court Improvement Project”, and the Bidder’s name.

The work generally consists of, but not limited to, site clearing, earthwork, grading, drainage improvements, concrete hardscape improvements, concrete walls, fencing, installation of site furnishings, landscape and irrigation.

This is a Public Works project and is subject to award to the lowest bidder. This contract is structured like a Public Works contract. The award of this contract will be made at the discretion of the City, based on the evaluation of the proposal and the cost contained in the proposals submitted by contractors with responsive bids.

Proposal documents are available by contacting Kelly Ridenour at [email protected].

A pre-bid job site inspection is scheduled for Tuesday, June 24, 2025, at 9am at the job site, Bryant Ranch Park, 24705 Paseo De Toronto, Yorba Linda, CA 92887.

No bid will be received unless it is made on the enclosed bid forms. Each bid must be accompanied by cash, certified or cashier's check, or bond guarantee made payable to the City of Yorba Linda, for an amount equal to at least ten percent (10%) of the amount proposed; such guarantee to be forfeited should the firm to whom the contract is awarded fail to enter into the contract. All such guarantees will be held until the contract has been entered into.

The City reserves the right, after opening bids, to reject any or all bids, to delete portions of the work, or to make award to the lowest responsible bidder and reject all other bids; to waive any informality in the bidding; and to accept any bid or portion thereof; and to take all bids under advisement for a period of forty-five (45) days. Bids will be compared on the basis of the several items of work as shown on the Bid Sheets. Only such Plans, Specifications, and items of work as are appropriate shall apply to the work as bid.

At the time of contract award, the Contractor shall possess a State of California Class A or B Contractor’s License for the work. All subcontractors shall have equivalent licenses for their specific trades. The Contractor and all subcontractors shall have a valid City of Yorba Linda business license prior to commencing any work.

AGENCY reserves the right to reject bond if, in the opinion of the AGENCY Attorney, the Surety's acknowledgment is not in the form included in the contract documents or in another form substantially as prescribed by law.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 5 In accordance with provisions of Section 1773.2 (amended 1977) of the California Labor Code, copies of the prevailing rate of per diem wages as determined by the State Director of Industrial Relations are on file in the office of the City Clerk of the City of Yorba Linda. It shall be mandatory upon the CONTRACTOR to whom the contract is awarded and upon any subcontractor under him to pay not less than said specified rates to all workmen employed by them in the execution of the contract.

The City of Yorba Linda hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, Disadvantaged Business and Women's Business Enterprises will be afforded the opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, creed, color, or national origin in consideration for an award.

Dated this ______ day of _____________, 2025.

By: ____________________________________
Marcia Brown
City Clerk
City of Yorba Linda
4845 Casa Loma Ave.

Yorba Linda, California 92886
714-961-7160
First Legal Advertisement:

Second Legal Advertisement:

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 6 City of Yorba Linda
Request for Proposals
Bryant Ranch Park
Sport Court Improvement Project
A. OBJECTIVE KEY PROJECT ELEMENTS
The City of Yorba Linda is requesting proposals from experienced construction firms. This Request for Proposal (RFP) provides information for construction firms to create and submit a proposal to provide professional services.

The work to be conducted hereunder includes but is not limited to site clearing, earthwork, grading, drainage improvements, concrete hardscape improvements, concrete walls, fencing, installation of site furnishings, landscape and irrigation.

B. PROPOSAL DUE DATE
Responses to this RFP are to be received no later than 9:00AM (PST) on July 8, 2025, to the City Clerk’s Office located at 4845 Casa Loma Avenue, Yorba Linda, CA 92886. Details of full submittal requirements are detailed in Section I of the RFP. It is the sole responsibility of the proposing firm to ensure that proposals are received prior to the closing time as late bids and non-responsive bids will not be accepted. Responses must conform to the requirements of this Request for Proposal (“RFP”). The City reserves the right to waive any irregularity in any proposal or to reject any proposal which does not comply with this RFP. Modifications to the RFP, including, but not limited to the scope of work, can be made only by written addenda issued by the City. Selection of the firm will be made solely by the City on criteria determined by the City. By submitting a project proposal, the firm agrees to all of the terms of the RFP, unless exceptions to the RFP or Agreement are stated by the firm in its project proposal. The successful firm will also be required to enter into an Agreement (See Appendix B) which includes the requirements of this RFP.

C. RFP INQUIRIES
All inquiries, questions, and requests for information related to this Request for Proposals should be directed to Brad Skeene, Parks and Facilities Superintendent via email at [email protected] and will only be accepted through 9:00AM (PST) on July 1, 2025.

D. ABOUT THE CITY
The City of Yorba Linda is located in Orange County, California and is home of the Nixon Presidential Library and Museum. The City is located 25 miles southeast of Los Angeles and is situated in the Southern California Coastal region, 35 miles north of San Diego and 18 miles inland from the Orange County beaches. The population is approximately 67,900, with the median housing value estimated at $884,900 and the median household income at $137,011. The City has a total area of 20 square miles and approximately 22,252 housing units with an average household size of 2.97 persons and average family size of 3.29 persons. The City was

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 7 incorporated in 1967 and operates under the Council/Manager form of government. The five members of the City Council are elected at-large, who serve staggered four-year terms, with the Mayor being appointed annually by the Council Members. The City Council meets on the first and third Tuesdays of each month. The City of Yorba Linda’s fiscal year begins on July 1 and ends on June 30.

E. SCOPE OF WORK
The work to be conducted hereunder includes but is not limited to site clearing, earthwork, grading, drainage improvements, concrete hardscape improvements, concrete wall, fencing, installation of site furnishings, landscape and irrigation.

F. PROCEDURE FOR SUBMITTING PROJECT PROPOSALS
Proposals must be received at City Hall no later than 9:00AM (PST) on July 8, 2025. Proposals received in the mail after this specified date and time, regardless of the date of their postmarks, will be rejected. Proposals must address the requirements of the RFP in the exact order set forth in Section G. They should be as concise as possible and must not contain any promotional, advertising, or display material.

G. DATA TO BE SUBMITTED WITH PROJECT PROPOSALS
This section defines the proposal format to be used by respondents. All proposals shall be submitted in the format outlined below. Any proposal that does not, in the sole opinion of the City, comply with the requirements, may be rejected.The City of Yorba Linda will receive competitive proposals from firms having specific experience and qualifications in the areas identified in this RFP. Under competitive negotiation procedures, the terms of the service contract, the price of the service, the method of service delivery, and the conditions of performance are all negotiable. A negotiated contract will be awarded to the firm that best meets the proposed needs at a reasonable price, not necessarily at the lowest price. The content and sequence of the information contained in each copy of the proposal shall be as follows:

1. Bids shall be clearly labeled “Bid for Bryant Ranch Park Sport Court Improvement Project” and include the Bidder’s name, and shall be submitted to:

City Clerk’s Office
City of Yorba Linda
4845 Casa Loma Ave.

Yorba Linda, CA 92886

2. The Bid shall be submitted no later than 9:00AM (PST) on July 8, 2025. Any bids submitted after that time will not be accepted.

3. Bids shall be made upon the Bid Forms contained herein. All items shall be properly filled in; numbers shall be stated both in longhand and in figures. The signatures shall be in longhand.

The completed Form shall be without alterations, interlineations, or erasures. If the bid is made by an individual, his name and mailing address must be shown. If made by a firm or

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 8 partnership, the mailing address of each principal of the firm or partnership must be shown.

If made by a corporation, the proposal must show the name of the state under the laws of which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer.

4. The Contractor to whom the award is made will be required to execute a Contract with the City in the form provided with this Notice Inviting Bids. The Specifications, Addenda, and such other documents, correspondence, or memoranda, which may subsequently be agreed upon in writing by the Contractor and the City, are to be incorporated by reference into this Contract.

5. The bidder shall make his bid with the understanding that the Specification and the applicable drawings are intended to cover all of the work to be done and, unless expressly excluded, any and all labor and materials not indicated therein but which may be necessary to complete any part of the work in a proper, substantial and workmanlike manner are to be furnished by the Contractor without extra charge or cost to the City.

6. The City reserves the right to reject any or all Bids and to waive any technical informality in any Bid.

7. Unless called for, Alternative Bids will not be considered.

8. Modification of Bids already submitted will be considered if received at the office designated in the Invitation for Bid by the time set for opening of bids. Telegraphic modifications will not be considered.

9. Bids shall be accompanied by a certified or cashier’s check or an acceptable surety bond for an amount not less than ten percent (10%) of the Bid, made payable to the order of the City of Yorba Linda. Said check or bond shall be given as a guarantee that the bidder will enter into a contract if awarded the work and in case of refusal or failure to enter into said contract, the check or bond shall be forfeited to the City of Yorba Linda.

10. Before submitting a bid, Contractors shall carefully examine the Specifications and the form of the Contract, shall visit the individual sites of work, and shall fully inform themselves as to all existing conditions and limitations, and shall include in the Bid a sum to cover the cost of all items included in the Specifications and Contract Document.

11. Bids and modifications thereof, if any, shall be delivered to the office of the City Clerk, City of Yorba Linda, County of Orange, California, on or before the day and hour set for the opening of Bids in the Notice Inviting Bids, enclosed in a sealed envelope, and bearing the title of the work and the name of the bidder.

H. START AND COMPLETION OF WORK

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 9 The selected firm will be required to enter into the City's Standard Contract Services Agreement (Appendix B) for the project with the City, which must be fully executed by the firm prior to recommendation for contract award to the City Council. Upon approval from the City Council, the contract shall start on the date of the City Council meeting that was recommended for approval. The completion date will be set forth withing the Standard Contract Services Agreement.

I. GENERAL REQUIREMENTS & ADDITIONAL INFORMATION

1. Personnel
The Agreement and Letter of Transmittal shall identify the Management Contact (representative authorized to sign an agreement for your firm) and Project Manager (person responsible for day-to-day management of project). The firm may change the Management Contact, Project Manager, and other supporting staff and specialists with prior written permission of the City.

2. Right to Extend Deadline and Request Additional Information The City reserves the right to extend the date by which proposals are due. During the evaluation process, the City also reserves the right, where it may serve the City’s best interest, to request additional information or clarifications from firms, or to allow corrections of errors or omissions. At the discretion of the City, firms submitting proposals may be requested to make oral presentations as part of the evaluation process.

3. Proposal Interpretations and Addenda
Any change to or interpretation of the RFP by the City will be distributed to each firm or individual to whom an RFP has been sent. Additionally, a written addenda will be posted to the City’s website. Any such changes or interpretations shall become a part of the RFP for incorporation into any agreement awarded pursuant to the RFP.

4. Exceptions
A respondent taking exception to any part or section of this solicitation shall indicate such exceptions in a separate section of the submitted proposal and such section shall be entitled “Exception of Conditions.” Failure to indicate any exception will be interpreted as the respondent's intent to comply fully with the requirements of this RFP as written.

5. Applicable Laws Shall Apply
The contract awarded shall be governed in all respects by the laws of the State of California, and any litigation with respect thereto shall be brought in the courts of the State of California. The company awarded the contract shall comply with applicable Federal,State,and local laws and regulations.

6. Collusion Among Respondents

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 10 Each respondent, by submitting a proposal, certifies that it is not party to any collusive action or any action that may be in violation of State and Federal law.

7. Expenses Incurred and Public Record
There is no expressed or implied obligation for the City to reimburse the responding firms for any expenses incurred in preparing proposals in response to this request. Materials submitted by respondents are subject to Public inspection under the California Public Records Act (Government Code Sec. 6250 et seq.), unless exempt. Any language purporting to render the entire proposal confidential or proprietary will be ineffective and will be disregarded.

8. Late Submissions and Nonconforming Terms and Conditions Any proposal received at the place designated in this RFP after the time specified for receipt will not be accepted or considered. Additionally, any proposal that includes terms and conditions that do not conform to the terms and conditions in this RFP is subject to rejection as non-responsive. The City of Yorba Linda reserves the right to permit the respondent to withdraw non-conforming terms and conditions from its proposal prior to action by the Yorba Linda City Council to award a contract.

9. Withdrawal of Proposal
Respondents may withdraw all or any portion of a proposal at any time during and after the review and award process, up to ratification of an agreement between the City of Yorba Linda and the designated agency.

10. Withdrawal of Request for Proposal
The City of Yorba Linda retains at all times the right to cancel or withdraw this RFP, to refuse to accept a proposal from any respondent, and to modify or amend any portion of this RFP.

11. Conflict of Interest
By signing the Agreement, the selected firm declares and warrants that no elected or appointed official, officer or employee of the City has been or shall be compensated, directly or indirectly, in connection with the award of the Agreement or any work for the proposed project. For the term of the Agreement, no elected or appointed official, officer or employee of the City, during the term of his/her service with the City and for two (2) years following his/her termination of office or employment with the City, shall have any direct interest in the Agreement, or obtain any present, anticipated or future material benefit arising therefrom.

12. Confidential Information
The City shall refrain from releasing firm’s proprietary information ("Proprietary Information") unless the City's legal counsel determines that the release of the Proprietary Information is required by the California Public Records Act or other applicable state or federal law, or order of a court of competent jurisdiction, in which case the City shall notify firm of its intention to release Proprietary Information. Firm shall have

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 11 five (5) working days after receipt of the Release Notice to give City written notice of firm’s objection to the City's release of Proprietary Information.

Firm shall also indemnify, defend, and hold harmless the City, and its officers, directors, employees, and agents from and against all liability, loss, cost or expense (including attorney’s fees) arising out of a legal action brought to compel the release of Proprietary Information. City shall not release the Proprietary Information after receipt of the Objection Notice unless either: (1) Firm fails to fully indemnify, defend (with City's choice of legal counsel), and hold City harmless from any legal action brought to compel such release; and/or (2) a final and non-appealable order by a court of competent jurisdiction requires that City release such information.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 12 City of Yorba Linda
Proposal
Bryant Ranch Park
Sport Court Improvement Project
TO CITY OF YORBA LINDA, as AGENCY:

In accordance with AGENCY's "Notice Inviting Sealed Bids," the undersigned Bidder hereby proposes to furnish all materials, equipment, tools, labor and incidentals required for the above stated project as set forth in the Plans, Specifications and Contract Documents therefore, and to perform all work in the manner and time prescribed therein.

Bidder declares that this proposal is based upon careful examination of the work sites, Plans, Specifications, Instructions to Bidders, and Contract Documents. If this Proposal is accepted for award, Bidder agrees to enter into a Contract with AGENCY and the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. Bidder understands that failure to enter into a Contract in the manner and time prescribed will result in forfeiture to AGENCY of the Bid Bond accompanying this Proposal.

Bidder understands that a Bid is required for the entire work that the estimated quantities set forth in the Proposal Bid Sheet are solely to comparing Bids, and that final compensation under the Contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts.

Bidder agrees and acknowledges that he is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Worker's Compensation or to undertake selfinsurance in accordance with the provisions of that code, and that the Bidder will comply with such provisions of that code before commencing the performance of this Contract if awarded to it.

Bidder certifies that, in all previous contracts or subcontracts, all reports which may have been due under the requirements of any Agency, State or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

Bidder declares in the attached Non-Collusion Affidavit that the only persons or parties interested in this Proposal as principals are those named therein; that no officer, agent or employee of the AGENCY is personally interested, directly or indirectly, in this Proposal; that this Proposal is made without connection to any other individual, firm or corporation making a Bid for the same work; and that this Proposal is in all respects fair and without collusion or fraud.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 13 Bidder’s Information
Bidder certifies that the following information is true and correct:

Bidder's Name
Business Address

Telephone ( )
State Contractor's License No. and Class
Original Date Issued Expiration Date
Contractor’s DIR no._______________________________________________________ The following are the names, titles, addresses and telephone numbers of all individuals, firm members, partners, joint ventures and/or corporate officers having a principal interest in this Proposal:

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

All current and prior DBA's, alias and/or fictitious business names for any principal having an interest in this Proposal are as follows:

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 14 BIDDER’S NAME

LIST OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work, and to procure materials and equipment from suppliers and vendors as follows:

Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work
Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work
Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work
Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 15 BIDDER’S NAME

STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE
The Contractor is required to state what work of a similar character to that included in the proposed Contract he has successfully performed, especially for public agencies, and give references which will enable the City to judge his responsibility, experience, skill, and business and financial standing. Detail any involvement, past or current, relative to litigation or other disputes, if any, concerning your performance. ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ____________________________________________________________________________________

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 16 BIDDER’S NAME

REFERENCES
The following are the names, addresses and telephone numbers for at least three public agencies for which Bidder has performed similar work within the past two years:

DESIGNATION OF SURETIES
The following are the names, address and telephone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds:
_________________________ ________________________________________ Date Signature of Contractor

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 17 BIDDER’S NAME

CONTRACTOR'S STATEMENT OF PAST CONTRACT DISQUALIFICATION The Contractor is required to state any and all instances of being disqualified, removed, or otherwise prevented from bidding on or completing any contract for construction or maintenance.

1. Have you ever been disqualified from any contract or has any contract to which you have been a party, been terminated for any reason?
Yes _________ No ___________

2. If yes, explain the circumstances:
(attach additional sheets if necessary)
Date Signature of Contractor

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 18

PROPOSAL
IN WITNESS WHEREOF, Bidder executes and submits this proposal with the names, titles, hands and seals of all forenamed principals this ___________ day of ___________________________, 2025.

BIDDER ___________________________________________________________ __________________________________________________________ __________________________________________________________ __________________________________________________________ __________________________________________________________ Subscribed and sworn to this ______ day of ________________, 2025.

NOTARY PUBLIC ___________________________________________________

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 19

BID BOND
KNOW ALL MEN BY THESE PRESENTS, that
, as BIDDER, and as SURETY, are held and firmly
bound unto THE CITY OF YORBA LINDA as AGENCY, in the penal sum of:

Dollars
($ ), which is ten percent (10%) of the total amount bid by BIDDER to AGENCY for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT, whereas BIDDER is about to submit a bid to AGENCY for the above stated project, if said Bid is rejected, or if said Bid is accepted and a Contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void; otherwise it shall remain in full force and effect in favor of AGENCY.

WITNESS our hands this _______ day of __________________, 2025. (Seal)
_________________________________________

CONTRACTOR (CORPORATION) - TYPE
By: _________________________________________
President
By: _________________________________________
Secretary/Treasurer
NOTE: SIGNATURE OF CORPORATE OFFICIALS MUST BE NOTARIZED.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 20 BID BOND (PAGE 2)
(seal)

______________________________________
SURETY's Name-Type
_________________________________________
Mailing Address
_________________________________________
By: ______________________________________
Name
______________________________________
Title
NOTE: SIGNATURE OF SURETY OFFICIALS MUST BE NOTARIZED.

BOND APPROVED AS TO FORM:
______________________________________________
City Attorney - CITY OF YORBA LINDA

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 21

NON-COLLUSION AFFIDAVIT

STATE OF CALIFORNIA)
) SS

COUNTY OF ORANGE )
___________________________________________, being first duly sworn, deposes and says that he is ________________________________(sole owner, a partner, president, etc.) of ______________________________________________________, the party making the foregoing Bid: that such Bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation; that such Bid is genuine and not collusive or sham; that said Bidder has not directly or indirectly induced or solicited any other bidder to put in a sham Bid, or that anyone shall refrain from bidding; that said Bidder has not in any manner directly or indirectly sought by agreements, communication or conference with anyone to fix the bid price of said Bidder or of any other bidder, or to fix the overhead, profit or cost element of such bid price or that of any other bidder, or to secure any advantage against the public body awarding the contract or anyone interested in the proposed Contract; that all statements contained in such Bid are true and, further, that said Bidder has not directly or indirectly submitted his bid price, or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection herewith, to any organization, bid depository or to any member or persons as have a partnership or other financial interest with said Bidder in his general business.

Signed __________________________________
_______________________________
_______________________________
Title
Subscribed and sworn to before me
this _____ day of _________________, 2025.

Seal of Notary _____________________________________________ Notary Public

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 22 BIDDER’S NAME

CITY OF YORBA LINDA

PROPOSAL BID FORM
Bryant Ranch Park
Sport Court Improvement Project
Item No. Item Description Quantity Unit Unit Price Total A. SITE CLEARING, EARTHWORK AND GRADING, DRAINAGE IMPROVEMENTS 1 Mobilization (Not to Exceed 5%) 1 LS
2 Construction Screen Fence 1 LS
3 Traffic Control & Public Safety 1 LS
4 Best Management Practices 1 LS
5 Clearing and Grubbing 13,200 SF
6 Earthwork, Grading, and Soils Export/Import 1 LS
7 Drainage Improvements 1 LS
8 Demolition and Removals 1 LS
9 Tree Removals including stump grinding 4 EA
10 Dust Control 1 LS
B. HARDSCAPE / PAVING
11 PCC Paving - 5" Thick 455 SF
12 PCC Post-Tension Basketball Court 5,750 SF
13 Textured Acrylic Color Surfacing 5,750 SF
14 6” PCC Maintenance Band 35 LF
C. WALLS / FENCE
15 20" Ht. x 18" Wide Cast-in-Place Wall 85 LF
16 4' Ht. Vinyl Coated Chain link Fence w/ 1"
Selvedge 290 LF
D. SITE FURNISHINGS
17 Basketball Backboards and Post 2 EA
20 Breakaway rims 2 EA

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 23 51 Basketball nets 2 EA
E. LANDSCAPE AND IRRIGATION
22 Tree Protection 1 LS
23 Soil Prep, Fine Grading and Weed abatement 6,436 SF
24 Irrigation System Modifications 1 LS
25 1 gal. Shrubs 142 EA
26 5 gal Shrubs 233 EA
27 36” Box Trees 5 EA
28 Sod 3,413 SF
29 Mulch 3” Layer 50 CY
30 Ninety Day Maintenance Period 1 LS
G. SITE LIGHTING
31 Electrical and Lighting 1 LS $
TOTAL BASE BID AMOUNT IN FIGURES $ _______________________________

TOTAL BASE BID AMOUNT IN WORDS
_________________________________________________________________________________________________ _________________________________________________________________________________________________

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 24

CERTIFICATION OF PROPOSAL TO THE CITY OF YORBA LINDA

1. The undersigned hereby submits its proposal and, by doing so, agrees to furnish services to the City in accordance with the Request for Proposal (RFP), dated June 2025, and to be bound by the terms and conditions of the RFP.

2. This firm has carefully reviewed its proposal and understands and agrees that the City is not responsible for any errors or omissions on the part of the proposer and that the proposer is responsible for them.

3. It is understood and agreed that the City reserves the right to accept or reject any or all proposals and to waive any informality or irregularity in any proposal received by the City.

4. The proposal includes all of the commentary, figures and data required by the Request for Proposal, dated September 2024

5. This firm understands that all work at Black Gold Golf Club must be performed in at least two phases to allow for partial use of the parking lot at all times.

6. The proposal shall be valid for 120 days from July 8, 2025.

Name of Firm:

By:
(Authorized Signature)
Type Name:

Title:

Date:

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 25 City of Yorba Linda
General Specifications
Bryant Ranch Park
Sport Court Improvement Project
Scope Of Work
The work to be conducted hereunder includes but is not limited to site clearing, earthwork, grading, drainage improvements, concrete hardscape improvements, concrete walls, fencing, installation of site furnishings, landscape and irrigation.

Traffic Requirements
The Contractor shall provide delineation in accordance with, and comply with, the latest editions of the HPWA, APWA, the Work Area Traffic Control Handbook (“W.A.T.C.H.” handbook) and the California Manual of Traffic Controls (refer to signage, barriers, and lane closure sections). No street closures shall be made without the prior approval of the City Representative and appropriate encroachment permit(s) as required.

Special Requests
The Contractor may be requested by the City representative to perform special tasks that are above the normal scheduled work (i.e., citizen requests, coordination with special work orders relative to City functions, special event preparation). It is intended that the Specifications are indicative of the work to be anticipated by the Contractor and will allow for reasonable additional work or altered work schedules at no additional cost to the City.

Project Inspections
Upon request, the Contractor will walk the project area with the City representative for the purpose of determining compliance with the Specifications or to discuss required work. Typically, the inspections are monthly and require the presence of the contract supervisor. Inspections may be required more frequently at the discretion of the City Representative.

Supervision And Skills
The Contractor shall assign a supervisor within the city limits of the City of Yorba Linda, working regular working hours for the duration of this Contract. The supervisor shall have a minimum of five (5) years’ experience.

The supervisor shall be capable of communicating effectively both in written and spoken English and background must include experience on projects of the type presented in this specification.

The Contractor shall outfit the supervisor with a cellular phone capable of receiving and making calls within the City limits and surrounding areas.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 26 Emergency Response
The Contractor shall be available twenty-four (24) hours per day, seven (7) days per week to respond to all emergencies within two (2) hours of notification or “attempted notification.” If Contractor cannot be notified or does not respond in a timely manner, any costs incurred, by the City to remediate the situation, will be paid by the Contractor.

License And Permits
The Contractor shall have and maintain a valid class A or B Contractor's license. All applications of chemical controls, i.e., herbicides and pesticides, shall be done in compliance with governmental requirements. Personnel licensed by the State of California, Department Pesticide Regulation, shall do applications of such materials.

Contractor will obtain any permits required by the county or other local governmental agency for the use of special chemicals. A report is required to be submitted monthly to the City which tracks the use of all pesticides and fertilizers used in landscape operations.

The Contractor and all subcontractors shall have a valid City of Yorba Linda business license prior to commencing any work.

Dress Code And Appearance
All Contractors’ personnel shall be required to wear a uniform shirt bearing the company name while on the project.

Uniform shall present a neat and clean appearance of personnel at all times. The uniform shall consist of a shirt and jacket with the company name and employee name.

Safety Orders
Contractor shall be responsible for providing a safe workplace and be responsible for compliance with standards and regulations of the California Occupational Safety and Health Act (Cal/OSHA), Federal Occupational Safety and Health Act (OSHA), California Division of Industrial Safety (CDIS), State of California Manual of Traffic Controls, California Department of Food and Agriculture (CDFA) Laws and Regulations, and any other applicable governmental law or City risk management standards.

Utility Requirements
The Contractor is advised of the existence of the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the precise locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the Underground Service Alert by calling 1-800-422-4133. The contractor shall provide the agency with proof of contact with USA upon request.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 27 The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated.

1. Southern California Gas Company 4. Yorba Linda Water District 1919 State College Boulevard 1717 E. Miraloma Ave
Placentia, California 92870 P.O. Box 3334
Anaheim, California 92803 Chuck Gray (714) 701-3000
Ron Reed (714) 634-3121

2. AT&T 5. Time Warner Cable T.V.
3939 East Coronado, Second Floor 20409 Yorba Linda Boulevard Anaheim, California 92807 P.O. Box 7777
Yorba Linda, California 92686

3. Southern California Edison Company
P.O. Box 2328
Fullerton, California 92633
Michelle Landrith (714)870-3228
The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the Southern California Gas Company's Headquarters Planning Office at (714) 369-0680 at least 2 working days prior to the start of construction.

The Contractor shall exercise extreme care to protect all existing utilities in place whether shown on the plans or not and shall assume full responsibility for all damage resulting from his operations. The Contractor shall coordinate with each utility company as to the requirements and methods for protection of their facilities during the construction period and shall be responsible for preparation and processing of any required plans or permits. The Contractor shall assume full responsibility for maintaining uninterrupted service for all utilities.

By submitting a bid, the Contractor acknowledges the above referenced utility work to be done in conjunction with this project. The Contractor shall schedule his work and conduct his operations so as to permit access and time for the required utility work to be accomplished during the progress of the work.

The Contractor shall coordinate with each utility company as to the extent of required work and the time required to do so. The Contractor shall include this time in his schedule. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet(s) and no additional compensation will be allowed.

The City’s Right To Do Work
The City reserves the right to do any work as required within the contract area. If such alterations affect the provision of this Agreement, the Contractor will be asked to submit justification and an estimated cost as a result of the alterations.

Cooperation And Collateral Work

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 28 The Contractor shall recognize that during the course of the contract other activities and operations will be conducted by the City and/or other contractors. These activities will include but are not limited to: turf and landscape maintenance; landscape refurbishment; irrigation system maintenance, modification or repair; construction; and storm related operations.

The Contractor may be required to modify or curtail certain operations and shall promptly comply with any request made by the City representative.

Flow And Acceptance Of Water
It is anticipated that storm, surface or other waters will be encountered at various times and locations during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly, and Contractor, by submitting a bid, assumes all of said risk.

Protection Of Property During Inclement Weather
During periods of inclement weather, the Contractor will provide supervisory inspection of the project during regular working hours to prevent or minimize possible damage. The Contractor shall submit a report identifying any damage to the City representative attached to a site map identifying the location of damage and cost estimate to repair/replace.

It is the Contractor's responsibility for removing debris accumulated by winds or other typical or non-typical environmental conditions.

Protection Of Existing Facilities And Structures
The Contractor shall exercise care in protecting from damage all existing facilities, structures, and utilities, both above surface and underground, on the City's property. Any damage to City property deemed to be caused by the Contractor's neglect shall be corrected or paid for by the Contractor at no additional cost to the City.

If the City requests or directs the Contractor to perform work in a given area, it will be the Contractor's responsibility to verify and locate any underground systems, (i.e., utility lines). This does not release the Contractor of the responsibility for taking reasonable precaution when working in these areas. Any damage or problems shall be reported immediately to the City.

Standard Specifications
The Standard Specifications of the AGENCY are contained in the 2015 edition of Standard Specifications for Public Works Construction, including all supplements, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. Copies of these Standard Specifications are available from the publisher:

Building News, Incorporated
P.O. Box 3031 Terminal Annex

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 29 Los Angeles, California 90051
(213) 202-7775
The Standard Specifications set forth above will control the general provisions for this contract except as amended by the Plans, General Specifications, Special Provisions, or other contract documents.

The section numbers of the following Special Provisions coincide with those of the said Standard Specifications.

Only those sections requiring amendment or elaboration, or specifying options, are called out.

In case of conflict between the Standard Specifications and the General Specifications or Special Provisions, the General Specifications and Special Provisions shall take precedence over and be used in lieu of such conflicting portions of the Standard Specifications.

References in the Special Provisions to Standard Plans shall mean the Standard Plans of the City of Yorba Linda, and where applicable, the Standard Plans of the County of Orange and State Department of Transportation, the current edition(s). Applicable Standard Plans for this project are contained in Appendix I of these Specifications.

Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place and that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used.

Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals, and do all the work involved in executing the contract.

Wage Rates And Labor Code Requirements
Wage Rates
The Contractor and all Subcontractors shall be required to adhere to the general prevailing rate of per diem wages as determined and published by the State Director of the Department of Industrial Relations, pursuant to Section 1770, 1773 and 1773.2 of the California Labor Code. Copies of these rates and the latest revisions thereto are on file in the Office of the Secretary of the Board of Directors and are available for review upon request.

Attention is directed to the provisions of Sections 1774, 1775, 1776, 1777.5 and 1777.6 of the State Labor Code, excerpt copies of which are contained in Appendix II of these Specifications. Sections 1774 and 1775 require the Contractor and all Subcontractors to pay not less than the prevailing wage rates to all workmen employed in the execution of the contract and specify forfeitures and penalties for failure to do so. The minimum wages to be paid are those determined by the State Director of the Department of Industrial Relations. Section 1776 requires the Contractor and all Subcontractors to keep accurate payroll records, specifies the contents thereof, their inspection and duplication procedures and certain notices required of the Contractor pertaining to their location.

Apprentices
Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to the Joint Apprenticeship Committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the contract.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 30 The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade and if other Contractors on the public works site are making such contributions.

Information relative to apprenticeship standards, contributions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards.

Resolution Of Construction Claims
Effective January 1, 1991, Section 20104 et seq. of the California Public Contract Code prescribes a process utilizing informal conferences, nonbinding judicially supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less.
"Public work" has the same meaning as in Section 3100 and 3106 of the Civil Code, ..." (20104 (b) (1)). "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the contractor pursuant to the contract for a public work and payment of which is not otherwise entitled to, or (C) and amount the payment of which is disputed by the local agency. (20401(b) (2)).

The following requirements apply to all contracts entered into after January 1, 1991, and all claims to which this section applies: (All references are to Section 20141.2 et seq.). "(a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b) (1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
(c) (1) For claims over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond on writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the local agency may have against the claimant.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 31 (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after the receipt of further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
(d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute.

Upon request, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(e) If following the meet and confer conference the claim or any portion remains in dispute, the claimant may file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference.
20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to nonbinding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.
(b) (1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. (2) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney's fees on appeal of the other party. 20104.6.(a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 32 (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law."
Method Of Payment
Invoices
The Contractor shall present an invoice for work completed during the previous month. The invoice shall reflect work required by this specification at the predetermined contracted amount and also reflect extra work assigned during the period.
i. Required reports shall be submitted with the monthly invoice and shall be reflective of the work functions accomplished during that period. Failure to submit monthly reports will delay payment. ii. Monthly invoices shall be mailed to:

City of Yorba Linda
Parks and Recreation Department
4845 Casa Loma Ave
Yorba Linda, CA 92886
Hours Of Work And Scheduling
Normal work hours are from 7:00 a.m. to 4:00 p.m., Monday through Friday. The Contractor shall perform his work at such times as to minimize disturbance or interference to resident convenience, pedestrian or vehicle circulation. Examples of this would be early morning mowing or irrigation checks, etc.

The Contractor shall submit a Monthly Maintenance Schedule describing maintenance operations and when work and applications of chemicals/fertilizers will be accomplished. Schedule shall be submitted along with the previous monthly invoice and prior to starting any maintenance operations. All forms and schedules shall be of a format supplied by or approved by the City.

Sound Control Requirements
The Contractor shall comply with all local sound control and noise level rules, regulations, and ordinances which apply to any work performed pursuant to this agreement.

Each internal combustion engine used for any purpose on the job or related to the job shall be equipped with a muffler of a type recommended by the manufacturer of such equipment. No internal combustion engine shall be operated on the project without said muffler.

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

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 33 Construction Maintenance Equipment Vehicles
The Contractor shall take all necessary precautions for the safe operation of equipment and the protection of the public from injury and damage from such equipment. All equipment deemed by the City representative to be unsafe, in disrepair, or unsatisfactory shall be repaired or replaced immediately at no additional cost to the City.

All transportation vehicles shall have the Contractor’s name clearly visible.

Additions/Deletions To Specifications
The City reserves the right to make additions, deletions, revisions, and/or otherwise modify the General Maintenance Requirements and Specific Work Requirements.

Any changes in this Specification that may cause the Contractor to incur additional expense shall be negotiated with the City representative upon written request and justification.

End of General Specification

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 34 City of Yorba Linda
Special Provisions
Bryant Ranch Park
Sport Court Improvement Project
Bid Items / Payment Items
A. BidItems
Each respective bid item as shown on the proposal form shall comply with all respective sections of the most current edition of Standard Specifications for Public Works Construction (GREEN BOOK); Uniform Building Code (UBC); City of Yorba Linda Standard Plans and Municipal Code, and any other publications as specified. If there is a conflict between these special provisions and the Standard Specifications, these special provisions and City requirements shall take precedence.

The estimated quantity for each item of work designated in the Specifications shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity.

BID ITEMS #1 & 2 – MOBILIZATION / CONSTRUCTION SCREEN FENCE Mobilization shall consist of preparatory work and operations. It shall include, but not be limited to, the movement of personnel, equipment, materials and incidentals to the project site necessary for work on the project.

Mobilization shall include any work shown on the plans, including the removal and/or relocation of an item of work shown on construction documents, which has no corresponding bid item for said work. It shall also include removal of vegetation, removal and/or modifications to the existing planters, wheel stops, walls, fences, gates within the project area, on private properties and within the public right of way as shown on the construction documents. Full compensation relating to that work, including the furnishing of labor and materials, and the disposal of materials shall be included herein.

Mobilization shall include project overhead costs, including costs and fees for obtaining construction permits and/or permit riders as may be required by law, and for obtaining bonds and insurance for the entire project prior to beginning work.

Mobilization shall include compliance with all water quality and air quality laws; furnishing all water required for the construction work; protection of utilities, trees, fences, walls, landscaping and other facilities; and the relocations as shown on the plans.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 35 The Contractor is responsible for securing an adequate storage site for equipment and materials.

The Contractor shall have on the work site at all times, as his agent, a competent English speaking superintendent capable of reading and thoroughly understanding the plans, specifications, and other related documents.

Contractor shall confine his operations and work area within the project area. No encroachment into private property will be permitted without the prior written consent of the property owner. Obtaining this consent will be the responsibility and the costs of the Contractor. Material shown on the plans or designated in the Special Provisions which is to be used in the reconstructed work and which has been damaged or destroyed as a result of the Contractor’s operations shall be repaired or replaced at the option of the Engineer by the Contractor at the Contractor’s sole expense.

The Contractor shall provide personnel to keep the construction site in a safe condition at all times, including non-working hours.

A Construction Schedule shall be submitted at least ten (10) working days prior to commencing work. The proposed work shall be done in phases in order to provide parking spaces for employees and visitors. The contractor shall submit a phasing plan to the City along with a schedule for review and approval. All revisions shall be completed within three days after review by the Engineer. Requests for changes in the schedule shall be submitted by the Contractor to the City for approval at least three (3) working days prior to performing any work.

Mobilization shall include scheduling and phasing of the work per the requirements of the City. The Contractor shall coordinate all construction activities with the City.

The contractor shall provide, erect, and maintain a 6’ tall construction fence with screen around the construction site. The contractor shall be responsible for securing the construction site.

PAYMENT ITEM #1 - Payment for Mobilization shall be considered full compensation for obtaining all bonding, insurance, business licenses and permits, as required for entire project, from all related agencies including but not limited to utility companies, private and public agencies. Compensation for the preceding shall be at the Lump Sum (LS) price bid for Mobilization and shall be paid based on the percentage of work completed. The compensation shall include the compliance with the requirements specified in those licenses and permits; including furnishing a crew to pothole at the direction of the engineer; payment of all required fees; and incidentals necessary to perform all related items of work. No additional compensation shall be allowed.

PAYMENT ITEM #2 - Payment for Construction Screen Fence shall be at the Lump Sum (LS) price and shall be considered full compensation for providing all labor, rental, materials, equipment, and other related work as required. No additional compensation will be allowed.

BID ITEM #3 - TRAFFIC CONTROL & PUBLIC SAFETY

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 36 The Contractor shall provide traffic control and access in accordance with Section 7-10 of the Standard Specifications, the Caltrans' Manual of Traffic Controls in Construction and Maintenance Zones, latest edition, these special provisions and the standards contained in the Work Area Traffic Control Handbook (WATCH), published by Building News, Inc. (latest edition).

Construction work operations shall be performed Monday through Friday, except City observed holidays unless noted otherwise. The Contractor shall be allowed to work from 7:00 a.m. to 4:00 p.m. weekdays (City may adjust the hours as deemed necessary).

No work shall be permitted the week of Thanksgiving or Christmas. The Contractor shall complete all work so that the street shall be open to accommodate traffic circulation during these holiday periods.

In addition to compliance with Section 7-10, the Contractor shall provide:
a. Scheduling
At least ten (10) working days prior to commencing work, the Contractor shall submit a construction schedule and phasing plan to the City for review and approval. Requests for changes in the schedule shall be submitted by the Contractor to the City for approval at least three (3) working days prior to the scheduled construction.
b. Notification
The Contractor shall coordinate all construction activities with the City Engineer and the City Construction Manager.

The Contractor shall be responsible for the notification to affected residences and businesses informing them of the pending project and scope of work.

Furnish, install and maintain in place "No Parking - Tow Away" signs which shall be posted at least seventy two (72) hours prior to commencement of roadwork. c. Protect and preserve all the existing pavement outside construction limits in the same condition as existing. Contractor shall replace and/or repair the damaged area to the satisfaction of the Engineer at no cost to the City if damaged by the Contractor.
d. Provide emergency access for the fire trucks and other emergency vehicles at all times. Notify the Police and Fire Departments in writing two (2) working days prior to construction. e. Keep the areas adjacent to the construction site clear of any objects that may be hazardous to pedestrians. The Contractor shall be responsible for the project safety on a 24-hour basis each calendar

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 37 day for the entire duration of the project.
f. Notify the Engineer five (5) working days before commencing the concrete work as stated in "a" above. g. The Contractor shall provide access as required to accommodate special circumstance at any residence including access for disabled, impaired, special medical needs, etc.

TRAFFIC CONTROL - GENERAL
The City will only provide inspection during the designated construction hours Monday through Friday except City observed holidays. Any work done without inspection will be rejected. The replacement costs for rejected work will be borne by the Contractors.

The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices and shall furnish to the Engineer, names and telephone numbers of at least three people responsible for this emergency service. In the event these people do not promptly respond when notified, or it becomes necessary to call other forces to accomplish emergency services, the Contractor will be held liable for any costs incurred.

All existing permanent traffic control signs, barricades and devices shall remain in effective operation unless a substitute operation is arranged for and approved by the Engineer. Prior to the start of each work day, the Contractor shall perform all necessary work incidental to and commensurate with the proper signing, detouring, barricading, etc., heretofore and hereinafter specified that is required for that particular day's schedule of operations. No construction shall be permitted until such signing and detouring operations have been completed.

All working areas utilized by the Contractor to perform work during the hours of darkness shall be lighted to conform to the minimum illumination intensities established by the California Division of Occupational Safety and Health Construction Safety Orders. All lighting fixtures shall be mounted and directed in a manner preventing glare to approaching traffic.

Plans indicating the travel route to the Contractor's equipment movement in and out of the work site must be submitted to the Engineer for approval at least seven (7) working days prior to commencement of any work.

The travel route plans which meet the City's requirements will be approved and returned to the Contractor, otherwise, further revisions are required until they are acceptable to the City. The Contractor shall submit one travel plan for each phase to the Engineer for Approval, and the approved travel plans shall be strictly adhered to by the Contractor during all phases of the construction.

Any deviation from these requirements is not permitted; all the Contractor's operations will be immediately stopped if any of these requirements is violated. No further payments will be made to the Contractor until

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 38 problems are resolved according to the City's requirements.

PAYMENT ITEM #3 - Compensation for all of the preceding shall be at the Lump Sum (LS) price and shall be considered full compensation for providing all labor, materials, equipment, and other related work as required.

Payment for traffic control shall be based in the completion percentage of the entire project. No additional compensation will be allowed.

BID ITEM #4 - BEST MANAGEMENT PRACTICES
Per the Federal Clean Water Act, the Contractor is required to eliminate pollution to waters of the United States.

This project will require the Contractor to implement Best Management Practices (BMP's). The Contractor shall implement the Project’s Erosion Control Plan which outlines specific BMP's to be used during construction to ensure that sediment from storm runoff and construction activities does not enter storm drains. Some of the primary water pollution control measures anticipated for this project include, but are not limited to, covering all storm drain inlets in the project vicinity with water permeable fabric and gravel bags prior to performing any removal or paving operations; properly fueling and cleaning all equipment/vehicles; maintaining an ample supply of gravel/sand bags on-hand in the event of rain; properly contain any chemicals; properly covering all incoming material trucks and all out going debris hauling vehicles; providing restroom facilities for workers; and regular street sweeping of the Work Area and Haul Routes to the satisfaction of the Engineer.

The Contractor shall confirm that all of the BMP's have been adequately detailed to addresses his anticipated construction operations.

PAYMENT ITEM #4 - Full compensation for Best Management Practices shall be per the Lump Sum (LS) price bid and shall provide full compensation for all costs incurred by the Contractor for Implementing Best Management Practices, complying with the requirements of the Project’s Erosion Control Plan and the cost of any required permits and no additional compensation will be made, therefore. Payment shall be on a lump sum basis of the percentage of total contract work performed.

BID ITEM #5 - CLEARING AND GRUBBING
Clearing and grubbing shall conform to Subsection 300-1 of the GREEN BOOK and shall include all clearing and grubbing for the construction of the new improvements, and any clearing and grubbing and/or removal and replacement shown on the plans for which there is no bid item of work.

Clearing and grubbing shall include the removal and disposal of existing turf grass within the limits of work, as shown on the plans and as directed by the City. Contractor shall coordinate with the City prior to the removal of the existing trees. Any improvements, landscaping and irrigation destroyed by construction operations shall be replaced by the Contractor. Any replacement including plant materials and irrigation system shall be approved by the City prior to any construction. The Contractor shall control any dust that is caused by clearing and grubbing operations. Refer to Demolition and Removals for hardscape and tree demolition.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 39 No additional compensation will be allowed for removal or disposal of any other materials, which may require special handling or disposal.

PAYMENT ITEM # 5- Payment for all the preceding shall be at the Square Foot (SF) price bid for Clearing & Grubbing and shall be considered full compensation for providing all labor, materials, equipment, and other related work as required. No additional compensation shall be allowed. Payment for this item of work shall be paid as a percentage of completed work to date.

BID ITEM #6 - EARTHWORK, GRADING, AND SOILS EXPORT
Earthwork, soils export, grading, removal and disposal of unclassified excavation, structural excavation for proposed improvements shall conform to the applicable portions of Section 300 of the Standard Specifications for Public Works Construction and recommendations of a Geotechnical Report prepared by LGC Geotechnical dated October 5, 2022. Such work shall include all the costs of all labor, equipment, tools, supplies, and all other costs required to:
• Arrange with DigAlert to mark all potential interfering underground wet and dry utilities within the work limits.
• To the extent possible search, identify, and mark other underground utilities that were not identified by DigAlert.
• Expose, cut, and cap all existing irrigation lines and components along the excavate limits. • Excavate, remove, and properly dispose of existing interfering soil and landscape materials. Includes overexcavation for sports courts.
• Extend limits of excavation and disposal to 2’ beyond the new sport court footprint. • Remove and dispose of all interfering tree roots and organic matters. Root prune as described on the Landscaping Plan.
• Grade to the elevations shown on plans. Backfill all voids and holes with similar and clean materials.

Import as needed.
• Provide clean sandy backfill for low wall.

PAYMENT ITEM #6 - Payment for Earthwork, Grading, and Soils Export shall be made at the contract unit price per Lump sum (LS) and shall be paid based on the percentage of work completed. The compensation shall include compliance with the requirements specified and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved and no additional compensation will be made therefor.

Bid Item #7 - DRAINAGE IMPROVEMENTS

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 40 Construction of drainage improvements shall be as shown per the project plans, storm drain catch basins, manholes, collars and local depressions shall conform to the applicable Standard Plans for Public Works Construction as shown on the project plans, Section 201 “Concrete, Mortar, and Related Materials” and Section 303 “Concrete and Masonry Construction” of the Standard Specifications, the Special Provisions and these Technical Specifications, unless otherwise noted.

When applicable, PCC shall be removed and replaced to the nearest cold joint or weakened plane joint, so that no small “floating” piece of existing concrete shall remain that is smaller than 6 feet (curb & gutter) or 20-square feet (sidewalk).

Concrete for all reinforced concrete drainage structures shall be a pump-able mix, with a maximum water/cement ratio of 0.45, a minimum strength of 4,500 psi and a pozzolan additive per American Concrete Institute (ACI-318) Table 4.3.1.

All reinforcing steel for reinforced concrete construction shall be Grade 60.

Storm Drain Concrete Structures shall be constructed per the applicable SPPWC Standard Plan as shown on the project plans and Section 303-1 of the Standard Specifications.

Catch Basin and Local Depression shall be constructed to the lines and grades shown on the project plans and standard plans and shall comply with construction methods set forth in the Standard Plans for Public Works Construction “Latest Edition” and Section 303-1 of the Standard Specifications.

PAYMENT ITEM #7 - Payment for Drainage Improvements shall be made at the contract unit price per Lump sum (LS), and shall be paid based on the percentage of work completed, and shall include full compensation for all labor, materials, tools, equipment, and incidentals required to construct the storm drain concrete structure complete in place as called for on the project plans and in accordance with Standard Specifications and these Technical Specifications, and no additional compensation will be allowed therefore.

BID ITEM #8, 9, & 10 - DEMOLITION AND REMOVALS / TREE REMOVALS INCLUDING STUMP

GRINDING / DUST CONTROL
The Contractor shall demolish and remove items as shown on the plans or as directed by the Engineer. All work shall conform to Sections 303 of the Standard Specifications and the Project Plans, unless otherwise directed.

The Contractor shall sawcut and remove existing concrete sidewalk and picnic table pads within construction limits where new improvements will be construction. The remaining PCC pavement shall be protected in-place and intact. Any damage caused by the Contractor shall be replaced at no cost to the City.

The Contractor shall protect all existing drainage pipes and structures and other existing improvements not designated to be removed in-place and intact.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 41 At all times the Contractor shall provide a safe and walkable temporary sidewalk with a minimum width of 36” clearance adjoining excavated areas within parkway limits for wheelchair and pedestrians to travel around construction areas. If such clearance is not possible, barricading, plating, filling, or other measures shall be required.

Contractor shall control any dust that is caused by demolition and removals operations.

Mark and review all trees to be removed with City Engineer and Landscape Architect. Trees designated for removal shall be razed and mulch trees. Disperse mulch on site in planting areas as directed by the City Engineer. Do not stockpile mulch. Excess mulch shall be removed from the site and disposed of as green waste. Stump grind remaining stumps and root balls to a depth of 18”. Remove stumps entirely beneath proposed sports courts.

PAYMENT ITEM #8 - Payment for Demolition and Removals shall be paid for at the Lump Sum (LS) contract unit price as set for in the Bid Schedule and shall be considered full compensation for providing all labor, materials, equipment, and other related work as required. No additional compensation shall be allowed.

PAYMENT ITEM #9 - Payment for Tree Removals including stump grinding shall be paid for at the contract unit price per Each (EA) and shall be considered full compensation for providing all labor, materials, equipment, and other related work as required. No additional compensation shall be allowed.

PAYMENT ITEM #10 - Payment for Dust Control for the duration of construction shall be paid for at the contract unit price per Lump Sum (LS) and shall be considered full compensation for providing all labor, materials (including water), equipment, and other related work as required. No additional compensation shall be allowed.

BID ITEM NO. 11 – PCC PAVING – 5” THK
Work under this bid item shall include all costs associated with the construction of PCC Paving 5” thk with penetrating sealer, color, and finish as indicated on the Construction Material Schedule P-1 located on sheet L300 and in conformance with specifications Section 03 10 00 Formwork, Section 03 20 00 Concrete Reinforcement, and Section 03 30 53 Miscellaneous Concrete. Provide thickened edge at interface with wall, existing paving and Post tension court. The concrete shall be class 560- C-3250.

PAYMENT ITEM # 11 - Payment for Bid Items under PCC Paving 5” thk shall be at the Square Foot (SF) contract unit price as set forth in the Project Bid Schedule and shall be considered full compensation for furnishing labor, materials, integral coloring agents, acid finishes, sealers, hardware, base materials, joint sealant, reinforcements, tools, equipment, and incidentals, and for doing all work involved in preparation, forming, and placement PCC paving complete in-place with thickened edge, jointing, finishing, including additional cleaning, taping, masking required for joint sealant as shown on the Plans. No additional compensation shall be allowed.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 42 BID ITEM NO. 12 – PCC POST TENSION BASKETBALL COURT
Work under this bid item shall include all costs associated with the construction of PCC Post-Tension Basketball Court 5” thk with medium broom finish, post-tension tendons, strands, anchors, supports and hardware as indicated on the Post-Tension Engineered Plans located in the construction drawings on sheets PTD and PTI. Coordinate location of fence posts prior to placing PCC paving. Provide a minimum of 3” clearance to face of fence posts.

PAYMENT ITEM # 12 - Payment for Bid Items under PCC Post-Tension Basketball Court shall be at the Square Foot (SF) contract unit price as set forth in the Project Bid Schedule and shall be considered full compensation for furnishing labor, materials, acid finishes, sealers, hardware, base materials, joint sealant, reinforcements, tools, equipment, and incidentals, and for doing all work involved in preparation, forming, and placement PCC paving complete in-place with thickened edge, jointing, finishing, including additional cleaning, taping, masking required for joint sealant as shown on the Post-Tension Engineered Plans. No additional compensation shall be allowed.

BID ITEM NO. 13 – TEXTURED ACRYLIC COLOR SURFACING
Work under this bid item shall include all costs associated with the Color Acrylic Surface including striping shall conform to Technical Specifications Section 02 79 50 Textured Acrylic Color Surfacing. Acrylic surfacing shall be applied for one (1) Basketball Court and three (3) Pickle Ball Courts as indicated on the plans. All colors shall be as indicated on the plans.

PAYMENT ITEM # 13 - Payment for Bid Items under Textured Acrylic Color Surface including striping shall be made at the contract unit price per Square Foot (SF) as set forth in the bid schedule and shall be considered full compensation for furnishing labor, materials, tools, equipment, incidentals, and for doing all work involved in cleaning, preparation, taping, masking, and application of surfacing complete in-place as shown on the Plans and specifications. No additional compensation will be allowed.

BID ITEM NO. 14 – 6” PCC MAINTENANCE BAND
Work under this bid item shall include all costs associated with the construction of 6” PCC Maintenance Band (8" Ht x 6" Wide) with color and finish as indicated on the Plans and the Landscape Construction Material Schedule C-1 on sheet L-300 in the Construction Documents and specifications Section 03 10 00 Formwork and Section 03 30 53 Miscellaneous Concrete. No additional compensation will be allowed. Concrete shall be class 560- C-3250.

PAYMENT ITEM # 14 - Payment for the preceding shall be at the Linear Foot (LF) contract unit price as set forth in the Project Bid Schedule and shall be considered full compensation for cleaning, furnishing labor, materials, reinforcement, forms, finishes, hardware, base materials, sealers, joints, sealant, tools, equipment,

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 43 containers, and incidentals, and for doing all work involved in subgrade preparation, forming, and placement PCC curb complete in-place with reinforcement, jointing, and scoring, finishing as shown on the Plans. No additional compensation shall be allowed.

BID ITEM NO. 15 – 20” HT. X 18” WIDE CAST-IN-PLACE WALL Work under these bid items shall include all costs associated with the construction of the 20” Ht. x 18” Wide Cast-In-Place Wall with concrete color, and finish as indicated on the Construction Material Schedule located in the construction drawings W-1 on sheet LA-01 and specifications, Section 09 96 23 Non-sacrificial Anti-graffiti Coating, Section 03 10 00 Concrete Formwork, Section 03 20 00 Concrete Reinforcement, and Section 03 30 53 Miscellaneous Concrete. Coordinate fence post embedment providing a minimum of 3” clear from back of wall to face of fence post. Provide vertical sawcut in wall at all fence posts to match walls at Vista Del Verde Park (Yorba Linda) Basketball court
PAYMENT ITEM # 15 - Payment for the preceding shall be at the contract unit price for Linear Foot (LF) as set forth in the Project Bid Schedule and shall be considered full compensation for furnishing labor, materials, inspections, testing, and anti-graffiti coating, reinforcement, tools, equipment, footings, containers, and incidentals, and for doing all work involved in subgrade preparation, forming, and construction Cast-in-place Walls complete in-place, with jointing, color and finish as shown on the Plans. No additional compensation shall be allowed.

BID ITEM NO. 16 – CHAIN LINK FENCE 4’ HT.

Work under this bid item shall include all costs associated with the fabrication and installation of Chain Link Fence 4’ Ht. with 1” Chain Link Selvedge as indicated on the Plans and the Landscape Construction Material Schedule F-1 on sheet L-300 in the Construction Documents and specifications: Section 02 82 10 Chain Link Fence, and Section 03 30 53 Miscellaneous Concrete. All fence components to be black w/ black vinyl coated chain link fabric. Coordinate post locations in wall and post-tension paving. Maintain 3” clear from face of posts to face of wall or paving. Construct fence post footing PAYMENT ITEM # 16 - Payment for the preceding shall be at the contract unit price for Linear Foot (LF) as set forth in the Project Bid Schedule and shall be considered full compensation for furnishing labor, materials, tools, equipment, storage, fittings, hardware, concrete, and incidentals for doing all work involved in hauling, excavation, erecting, compaction, backfilling, pouring footings, and installing posts, and black vinyl coated fence, complete and in place as shown on the plans, and specifications. No additional compensation shall be allowed.

BID ITEM NO. 17 – BASKETBALL POST AND BACKBOARD
Work under this bid item shall include all costs associated with the furnishing and installation of the Basketball post and Backboard with color and finish as indicated on the Construction Material Schedule SF-1 on sheet

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 44 L-300 in the Construction Documents and specifications: Section 02 80 50 Site Furnishings and Miscellaneous Materials. Furnish and install two backstops and backboards per the manufacturer’s installation instructions.

Protective post padding to be provided by the City.

PAYMENT ITEM # 17 - Payment for the preceding shall be at the contract unit price as set for Each (EA) as forth in the Project Bid Schedule and shall be considered full compensation for cleaning, furnishing labor, materials, tools, equipment, and incidentals, and for doing all work involved in furnishing, assembling, and installing in-ground mounting Basketball post and backstop, complete and in-place with color and finish as shown on the plans. No additional compensation shall be allowed.

BID ITEM NO. 18 – ROLL AWAY PICKLEBALL NET
This bid item is shown for reference only. Contractor to leave this item blank. Pickleball Nets to be furnished by the City.

BID ITEM NO. 19 – PROP 68 SIGNAGE
This bid item is shown for reference only. Contractor to leave this item blank.

BID ITEMS NO. 20 & 21 – BREAKAWAY RIMS AND BASKETBALL NETS Work under this bid item shall include all costs associated with the furnishing and installation of the Break Away Rims and Basketball Nets with standard orange color and finish as indicated on the Construction Material Schedule on sheet L-300 in the Construction Documents and specifications: Section 02 80 50 Site Furnishings and Miscellaneous Materials.

PAYMENT ITEMS # 20 & 21 - Payment for Break Away Rims and Basketball Nets shall be at the contract unit price as set for Each (EA) as forth in the Project Bid Schedule and shall be considered full compensation for cleaning, furnishing labor, materials, tools, equipment, and incidentals, and for doing all work involved in furnishing, installing of the breakaway rims, complete and in-place. No additional compensation shall be allowed.

BID ITEM NO. 22 – TREE PROTECTION
Work under this bid item shall include all costs associated with the protection of Existing Trees located on-site within and adjacent to the contractor’s operations. Protection shall conform to Technical Specifications Section 02 93 00 Existing Tree Protection. Trees damaged or destroyed by construction operations shall be assessed by the City’s Arborist and shall be replaced by the Contractor. No additional compensation will be allowed for the removal or disposal of trees damaged by construction operations.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 45 PAYMENT ITEM # 22 - Payment for Existing Tree Protection shall be made at the Lump Sum (LS) contract unit price bid as shown in the Bid Schedule and shall be considered full compensation for furnishing labor, materials, tools, equipment, incidentals, including watering and the removing dust from the trees leaves and all work related to furnishing and temporary installation of chain link fence, snow fence, mulch, and berms as indicated in the plans and technical specifications required to protect the drip line, crown, trunk, branches, and canopy of existing trees and shrubs identified as trees or shrubs to be protected on the plans. No additional compensation will be allowed.

BID ITEM NO. 23 – SOIL PREP AND FINE GRADING
Work under this bid item shall include all costs associated with Soil Preparation and Fine Grading as indicated on the Planting Plans in the Construction Documents and specifications Section 02 90 00 Landscaping. This work shall include agronomic soils testing as required per the Landscape Planting notes in the Construction Plans and the Specifications.

PAYMENT ITEM # 23 - Payment for Soil Preparation and Fine Grading shall be at the contract unit price for Square Foot (SF) as set forth in the Project Bid Schedule and shall be considered full compensation for providing all labor, materials, tools, equipment, disposals, and other related work as required. No additional compensation shall be allowed. Payment for this item of work shall be paid as a percentage of completed work to date. No additional compensation shall be allowed.

BID ITEM NO. 24 – IRRIGATION SYSTEM MODIFICATIONS
Work under this bid item shall include all costs associated with maintaining the existing irrigation in place and modifying the existing layout, valve configuration, and controller to accommodate the proposed splash pad improvements as indicated in the irrigation drawings. Repair all irrigation lines damaged during trenching operations on-site. Repair all irrigation damaged by the contractor’s operations. The contractor shall field verify the location of the existing mainline and control wires to be relocated outside of proposed paving areas. Existing valves and rotors shall be replaced with new components to match existing components or as indicated by the City of Yorba Linda Maintenance Dept. Irrigation modifications shall conform to the City of Yorba Linda standard plans and details. The contractor shall prepare as-built plans including modifications to the mainline, wires, valve, laterals, and head layout. All work shall conform to technical specifications Section 02 81 00 Irrigation.

PAYMENT ITEM # 24 - Payment for Irrigation System Modifications shall be made at the Lump Sum (LS) contract unit price bid as shown in the Bid Schedule and shall be considered full compensation field investigations, coordinating updates to the design drawings, providing as-builts, all materials, labor, service connections, and irrigation equipment, such as rotors, rotary nozzles, spray heads, drip line tubing, drip emitters, valves, PVC piping, sleeving, wireless remote controls, data connections, backflow preventer, quick couplers and irrigation controller, wire, decoders, gate valves, conduit, for the Irrigation System complete and operational in place as shown on the plans and specifications with acceptance from the City’s Maintenance Division. No additional compensation shall be allowed.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 46 BID ITEMS NO. 25 & 26 – SHRUBS
Work under this bid item shall include all costs associated with the furnishing and installation of the Shrubs and Grasses of the species and size indicated in the construction documents and of a nursery standard size and quality as prescribed in the Technical Specifications Section 02 90 00 Landscaping.

PAYMENT ITEMS # 25 & 26 - Payment for Shrubs shall be paid for at the contract price per Each (EA) as set forth in the bid schedule and shall include full compensation for all labor, materials, fertilizers, tools, equipment, and incidentals for doing all work involved with shrub and grasses planting operations including the removal of soils. No additional compensation shall be allowed.

BID ITEMS NO. 27 – TREES
Work under this bid item shall include all costs associated with the furnishing and installation of the Trees of the species and size indicated in the construction documents and of a nursery standard size and quality as prescribed in the Technical Specifications Section 02 90 00 Landscaping. This cost shall include the removal of unclassified excavations and spoils from planting pits, providing backfill sand, and all costs associated with planting and staking.

PAYMENT ITEM # 27 - Payment for Trees shall be paid for at the contract price per Each (EA) as set forth in the bid schedule and shall include full compensation for all labor, materials, ties, stakes, sand, guy wires, screws, fertilizers, tools, equipment, and incidentals for doing all work involved to complete in place. No additional compensation shall be allowed.

BID ITEMS NO. 28 – SOD
Work under this bid item shall include all costs associated with the furnishing and installation of the Sod, of the species and size indicated in the construction documents and quality as prescribed in the Technical Specifications Section 32 92 23 Sod.

PAYMENT ITEM # 28 - Payment for Sod shall be paid for at the contract price per Square Foot (SF) as set forth in the bid schedule and shall include full compensation for all labor, materials, sand, fertilizers, tools, equipment, and incidentals for doing all work involved to complete sod in place. No additional compensation shall be allowed.

BID ITEM NO. 29 – MULCH 3” LAYER
Work under this section shall include furnishing, stockpiling, and placing a 3” layer of wood mulch as indicated on the landscape plans in the construction drawings and per specifications section 02 90 00 Landscape.

Repair or replace mulch disturbed as needed.

RFP · Bryant Ranch Park Sport Court Improvement Project Page | 47 PAYMENT ITEM # 29 - Payment for all the preceding shall be at the contract unit price per Cubic Yard (CY) as set forth in the Bid Schedule for Mulch 3” Layer and shall be considered full compensation for providing all labor, materials, equipment, and other related work as required. No additional compensation shall be allowed.

BID ITEM NO. 30 – NINETY DAY MAINTENANCE
Work under this bid item shall include all costs associated with the Ninety Day Maintenance Period per technical specifications Section 32 90 10 and as per the direction of the City Engineer.

PAYMENT ITEM # 30 - Payment for the Ninety Day Maintenance shall be made at the Lump Sum (LS) contract unit price bid as shown in the Bid Schedule and shall include full compensation for all labor, materials, tools, equipment, mulching, removals and incidentals for doing all the work involved to complete in place. No additional compensation shall be allowed.

BID ITEM NO. 31 – ELECTRICAL AND LIGHTING
Work under this bid item shall include all costs associated with the furnishing and installation of all Electrical Items including Power as indicated on the Electrical Plans and all Electrical technical specifications Sections 26 00 10 thru Section 26 28 16.16.

PAYMENT ITEM # 31 - Payment for the Electrical and Lighting shall be made at the Lump Sum (LS) contract unit price bid as shown in the Bid Schedule and shall be considered full compensation for furnishing labor, materials, tools, equipment, containers, steel plates, fittings, components, conduit, pillboxes, hardware, footings, panels, panel upgrades, power service upgrades, and equipment described in the construction drawings and specifications including incidentals for doing all work involved in hauling, excavation, lifting, assembling, compaction, testing, all electrical and power complete and in place as shown on the plans, specifications, structural details, and calculations. No additional compensation shall be allowed.

End of Special Provisions

TECHNICAL SPECIFICATIONS

BRYANT RANCH PARK

SPORT COURT IMPROVEMENTS

CITY OF YORBA LINDA, CA
May 15St 2025
Prepared By:

David Volz Design Design West Engineering
151 Kalmus Drive, Suite M8 412 E. Vanderbilt Way
Costa Mesa, CA 92626 San Bernardino, CA 92408
(714) 641-1300 (909) 890-3700
Attachment A

1 TABLE OF CONTENTS

TABLE OF CONTENTS

LANDSCAPE ARCHITECTURE
Section 02 79 50 Textured Acrylic Color Surfacing
Section 02 80 00 Site Furnishings and Miscellaneous Materials Section 02 81 00 Irrigation
Section 02 82 10 Chain Link Fence
Section 02 90 00 Landscaping
Section 02 93 00 Existing Tree Protection
Section 03 10 00 Concrete Formwork
Section 03 30 53 Miscellaneous Concrete
Section 07 92 00 Joint Sealants
Section 32 92 23 Sod
Section 32 93 95 90 Day Maintenance

ELECTRICAL AND LIGHTING
Section 260010 Basic Electrical Requirements
Section 260519 Low-Voltage Electrical Power Conductors & Cables Section 260526 Grounding and Bonding for Electrical Systems Section 260529 Hangers and Supports for Electrical Systems Section 260533-13 Conduit for Electrical Systems
Section 260533-16 Boxes for Electrical Systems
Section 260533 Identification for Electrical Systems
Section 262726 Wiring Devices
Section 265120 Automatic Lighting Control Systems
Section 265600 Exterior Lighting
APPENDIX ‘A’ Geotechnical Evaluation Report

SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS- 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS
PART 1: GENERAL

1.01 DESCRIPTION
A. Surface preparation for re-coat. Textured acrylic surfacing for sports courts.

B. Related Sections.

Section 02 80 00: Site Furnishings and Miscellaneous Materials Section 03 30 53: Miscellaneous Concrete
C. Definitions.

1. City: City of Yorba Linda

2. Engineer: City Engineer, or the City Engineer’s designated representative.

3. ASTM: American Society of Testing Materials
E. All vendors, suppliers, and manufacturer’s representatives and the associated addresses, phone and fax numbers on the Plans and in the Specification are listed for convenience only. They are subject to change and their inclusion in no way constitutes an endorsement by the City.

1.02 QUALITY ASSURANCE
A. Surfacing shall conform to the guidelines of the ASBA for planarity.

B. All surface coatings products shall be supplied by a single manufacturer.

C. The contractor shall record the batch number of each product used on the site and maintain it through the warranty period.

D. The contractor shall provide the inspector, upon request, an estimate of the volume of each product to be used on the site.

E. The installer shall be an authorized applicator of the specified system.

F. The manufacturer’s representative shall be available to help resolve

SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS- 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
material questions.

1.03 REFERENCES
C. References

1. American Concrete Institute (ACI)

2. American Sport Builders Association (ASBA)

1.04 SUBMITTALS
A. Manufacturer specifications for components, color chart and installation instructions.

B. Court layout with dimensions and colors.

C. Authorized Applicator certificate from the surface system manufacturer.

D. ITF classification certificate for the system to be installed.

E. Reference list from the installer of at least 5 projects of similar scope done in each of the past 3 years.

F. Current Material Safety Data Sheets (MSDS).

G. Product substitution: If other than the product specified, the contractor shall submit at least 5 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 originally specified.

Information must include a QUV test of at least 1000 hours illustrating the UV stability of the system. Test method similar to ASTM G53. The color system shall have an ITF pace rating in Category 2. Under no circumstances will systems from multiple manufacturers be considered.

1.05 MATERIAL HANDLING AND STORAGE
A. Store materials in accordance with manufacturer 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.

SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS- 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA

1.06 GUARANTEE
A. Provide a guarantee against defects in the materials and workmanship for a period of one year from the date of substantial completion.

1.07 INSTALLER QUALIFICATIONS
A. Installer shall be regularly engaged in construction and surfacing of acrylic basketball courts, 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.

1.08 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 MANUFACTURERS
A. California Sports Surfaces., Andover, MA. 01810 / Plexipave System www.plexipave.com or approved equal.

B. Substitutions: Submit requests at least 5 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 owners 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. Under no circumstance may the final color surface contain silica sand added at the job site.

2.02 MATERIALS

SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS- 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Crack Filler (Plexipave Crack Filler or approved equal) - for use in filling fine cracks. Use as required and as directed by the Engineer to fill all cracks.

B. Acrylic Filler Course (California Acrylic Resurfacer or approved equal) – for use as a filler for new or existing concrete surfaces. The 100% acrylic filler shall be blended with approved silica sand at the job site. Apply 1 coat.

C. Acrylic Color Playing Surface (Plexichrome/Plexipave Color Base or approved equal) – for use as the finish color and texture. Plexichrome and Plexipave Color Base are blended at the job site to achieve the correct surface texture. Apply 3 coats.

D. Line Paint (California Line Paint or approved equal) – for use as the line marking on the court/play surface.

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

2.03 MATERIAL SPECIFICATIONS
A. Acrylic Crack Filler – 100% acrylic resin heavily filled with sand. 1) Percent solids by weight (minimum) 85%
2) Percent solids by weight (minimum) 15 lbs./gallon
B. Acrylic Resurfacer – 100% acrylic resin (no vinyl copolymerization constituent). The product shall contain not less than 3.5% attapulgite. 1) Percent solids by weight (minimum) 26.7%
2) Weight 8.7-8.9 lbs./gallon
C. Acrylic Oxide Resin – 100% acrylic resin (no vinyl copolymerization constituent) with selected light fast pigments. Green shall contain not less than 8% chrome oxide.
1) Percent solids by weight (minimum) 36.5%
2) Weight 10.0-10.2 lbs./gallon
D. Acrylic Resin Color 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

SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS- 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
E. 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 12-12.3 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 insure quality and stability.

PART 3: EXECUTION

3.01 WEATHER LIMITATIONS
A. Do not install when rainfall in imminent or extremely high humidity prevents drying.

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

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

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 Acrylic Resin crack filler according to manufacturer's specifications.

NO WORK FROM THIS STAGE ON SHALL COMMENCE UNTIL THE CITY ENGINEER HAS ACCEPTED THE SURFACE.

C. Filler Course. (Acrylic Resurfacer): On the properly prepared and cleaned court and after cracks have been properly filled, 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 prior to any dilution. Acrylic Resurfacer may be used to pre-coat depression and crack/hole repairs to achieve better planarity prior to filler

SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS- 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA
course application.
a. Over a properly repaired surface of concrete on existing courts, apply one coat of Acrylic Resurfacer according to the following mix:

Acrylic Resurfacer 55 gallons
Water 20 - 40 gallons
Sand 600-800 pounds / 60-80 mesh
Liquid Yield 112-138 gallons
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.
b. Mix the ingredients thoroughly using accepted mixing devices and use a 70 Durometer rubber bladed squeegee to apply each coat of Acrylic Resurfacer as required.
c. Allow the application of Acrylic Resurfacer to dry thoroughly.

Scrape off all ridges and rough spots prior to any subsequent application of Acrylic Resurfacer or subsequent cushion or color surface system.

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 color base and Acrylic Oxide (Plexichrome or approved equal) with a mechanical mixer to achieve a uniform Fortified Acrylic Resin mixture.

The mix shall be:

Color Base 30 gallons
Acrylic Oxide 20 gallons
Water 20 gallons
C. Application shall be made by 50 durometer rubber faced squeegees. The Fortified Acrylic Resin mixture shall be poured on to the court surface and spread to a uniform thickness in a regular pattern.

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

SECTION 02 79 50 - TEXTURED ACRYLIC COLOR SURFACING FOR SPORTS COURTS- 7

BRYANT RANCH COURTS, CITY OF YORBA LINDA

3.04 LINE PAINTING
A. Line shall be 2” wide unless otherwise noted on the drawings. Lines hall be carefully laid out in accordance with ASBA and USTA guidelines. The area to be marked shall be taped to insure a crisp line. The Line Paint (California Line Paint or approved equal) 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 coatings during drying and curing.

B. Provide security as necessary to protect from vandalism.

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

SECTION 02 80 00 - SITE FURNISHING AND MISCELLANEOUS MATERIALS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 02 80 00 - SITE FURNISHINGS AND MISCELLANEOUS MATERIALS PART 1: GENERAL

1.01 DESCRIPTION
A. Provide all labor, materials, tools, transportation and incidentals to provide and install Site Furnishings and Miscellaneous Materials as indicated on the Plans and as herein specified.

B. Related Section.

Section 03 30 53: Miscellaneous Concrete
C. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the City.

1.02 QUALITY ASSURANCE
A. Shop Drawings: Provide shop drawings for each component and each item of site furniture. Shop drawings shall indicate layouts, component locations, dimensions, set-backs, details of assembly, anchors, footing details and all appurtenances required to assemble components. Three (3) sets of shop drawings shall be submitted to the City within twenty-one (21) calendar days after award of contract.

B. Product Data: Provide data on all site furniture, equipment and materials, including accessories, utility characteristics, connection requirements and product cut-sheets. Three (3) sets of product data shall be submitted to the City within twenty-one (21) calendar days after award of contract.

C. Manufacturer's Installation Instructions: Provide three (3) sets of the manufacturer's installation instructions to the City within twenty (21) calendar days of award after the contract.

D. All vendors, suppliers, and manufacturer’s representatives and the associated addresses, phone and fax numbers on the Plans and in the Specifications are listed for convenience only. They are subject to change and their inclusion in no way constitutes an endorsement by the City.

1.03 DELIVERY, STORAGE AND HANDLING

SECTION 02 80 00 - SITE FURNISHING AND MISCELLANEOUS MATERIALS - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Store and protect all site furnishings. Contractor shall be responsible for all site furnishings and in the event of missing or stolen items, they shall be replaced at the CONTRACTOR’S sole expense.

B. Storage containers utilized on site for storage operations shall be located away from the root zones of existing trees in a location agreed upon by the Engineer.

1.04 RELATED REQUIREMENTS
A. Obtain all permits (except permanent easements) and licenses and give notice and pay for all fees necessary to complete work under this Section as delineated or specified at no additional cost to City.

B. Manufacturer's directions, specifications and detailed drawings will be followed in all cases where the articles used furnish directions and cover points not delineated on the Plans or in the Specifications.

C. The Specifications only indicate the quality and workmanship to be performed rather than a detailed description of the performance of the work. Install said site furnishings, materials and equipment in such a manner that they will operate efficiently and evenly.

D. In the event of any discrepancies between the Plans and the Specifications, the final decision as to which will be followed shall be made by the Engineer, or his designated representative. In the event the installation is contradictory to the direction of the Engineer, the installation shall be rectified by the Contractor at no additional cost to City.

1.05 REGULATORY REQUIREMENTS
A. The work shall conform to Americans with Disabilities Act (ADA), U.S.

Consumer Product Safety Commission-Public Playground Handbook for Safety, California Disabled Access Regulations-Title 24 and the State Play Equipment Guidelines (SB 2733). The Contractor shall be responsible for compliance and provide written documentation for compliance to the Engineer upon installation of all equipment and material governed by said regulations.

B. All work shall conform to the City standards for public construction and any other agency’s standards for public construction having jurisdiction over the work.

C. Provide certificate(s) of compliance from authority(s) having jurisdiction over the work. The certificate(s) shall indicate approval of products and their installation. Comply with all applicable local, state, federal

SECTION 02 80 00 - SITE FURNISHING AND MISCELLANEOUS MATERIALS - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
requirements regarding materials, methods of work, and disposal of excess and waste materials.

1.06 SAMPLES AND SUBSTITUTIONS
A. All workmanship, equipment, materials, and articles incorporated shall be the best available grade of their respective kind.

B. Provide a sample and/or clearly delineated cut sheet (including texture, color, and finish clearly delineated) of each component specified.

Accepted samples may be used in the work, subject to approval by the Engineer.

1. For site furnishings, submit pdf typewritten list of equipment and materials as specified to the Engineer within twenty-one (21) days after award of contract. This list shall give the name, model number, and manufacturer, and shall be accompanied by cut sheets or reproductions of catalog pages for all equipment and material to be installed.

2. Substitutions shall be of equivalent design intent, size, quality, color, texture, material, delivery time schedule, life-expectancy and warranty to the original item specified. Substitutions must be MADE IN AMERICAN per project funding requirements.

3. Site Furnishings not matching the City’s standards may be rejected.

4. The contractor shall be responsible for additional costs related to additional structural and or engineering for plan modifications and review time and permitting including liquidated damages incurred.

C. Approval of substitutions will not relieve the Contractor from complying with the requirements of the Contract Documents, Plans and Specifications. Pay at Contractor’s sole expense for all changes caused by approved substitutions which affect other items of work.

PART 2: PRODUCTS

2.01 MATERIAL
A. Whenever a material or process is delineated or specified by patent, proprietary name or process, or manufacturer’s name, such specifications are used for the purpose of facilitating the description of material or process desired. Approved equivalents are acceptable.

SECTION 02 80 00 - SITE FURNISHING AND MISCELLANEOUS MATERIALS - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Provide any nuts, bolts, washers, conduit, wiring, fittings, adapters, leveling plates, screws, connectors, and/or ties necessary to connect site furnishings to footings, sewer lines, drain lines, and/or electrical lines as shown in the construction documents shall be furnished by the contractor.

C. All surface mount bolts provided by product manufacturers shall be tamper resistant stainless steel bolts. All washers provided by manufacturers shall be stainless steel.

D. Bolts and washers not provided by manufacturers for surface mounting applications shall be tamper resistant stainless steel and sized per the manufacturer’s installation instructions.

2.02 COMPONENTS – (Refer to Construction Material Schedule in the Construction Documents)

1. Basketball Backboard, and posts

2. Breakaway rims

3. Basketball nets
PART 3: EXECUTION

3.01 EXAMINATION
A. Verify site conditions and surfaces are ready to receive work.

B. Verify that layout and site are compatible.

3.02 PREPARATION
A. Layout and stake locations of components for approval by Engineer prior to installation.

B. Review layout requirements with other affected work.

3.03 INSTALLATION
A. Install in accordance with City standards and manufacturer’s instruction.

B. Provide concrete footings for site furnishings as detailed on the Plans or as herein specified.

SECTION 02 80 00 - SITE FURNISHING AND MISCELLANEOUS MATERIALS - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. Install all site-furnishings as turn-key installations to the satisfaction of the Engineer.

3.04 SITE CONDITIONS
Promptly repair damage to facilities caused by construction operations. Cost of repair at Contractor’s sole expense.

END OF SECTION

SECTION 02 81 00 – IRRIGATION - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 02 81 00 - IRRIGATION
PART 1 - GENERAL

1.01 Summary
A. It is the intent of the Specifications and Drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the City.

B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the Drawings, in these Specifications, and as necessary to complete the contract.

C. Related Sections.

Section 02 90 00: Landscaping
D. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the city.

1.02 Construction Drawings
A. Due to the scale of the Drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems and any obstacles existing or proposed, including but not limited to: building footings, underground utility structures, utility lines, architectural features, trees (new or existing), and buried boulders known or unknown.

B. All work called for on the Drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the Specifications.

When an item is shown on the Plans but not shown on the Specifications or vice versa, it shall be deemed to be as shown on both. The Engineer shall have final authority for clarification.

SECTION 02 81 00 – IRRIGATION - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. Do not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences shall be brought to the attention of the Engineer as soon as detected. In the event this notification is not performed, pay, at Contractor’s sole cost, for any revision necessary.

1.03 Quality Assurance
A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this Section.

B. Manufacturer's directions and detailed Drawings shall be followed in all cases where the manufacturer of articles used furnishes directions covering points not shown in the Drawings and Specifications.

C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these Specifications and Drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence.

D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to City.

E. Obtain the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this Section.

1.04 Submittals
A. Materials List:

1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Engineer a complete list

SECTION 02 81 00 – IRRIGATION - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract.

2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation.

3. No substitutions will be allowed without prior written acceptance by the Engineer.

4. Manufacturer's warranties shall not relieve the Contractor of it’s liability under the guarantee. Such warranties shall only supplement the guarantee.

B. Substitutions:

If the Contractor wishes to substitute any equipment or materials for equipment or materials listed on the irrigation Drawings and Specifications, it may do so by providing the following information to the Engineer for approval.

1. Provide a written statement indicating the reason for making the substitution.

2. Provide catalog cut sheets, technical data, and performance information for each substitute item.

3. Provide in writing the difference in installed price if the item is accepted.

1.05 Existing Conditions
A. Verify and be familiar with the locations, size and detail of points of connection provided as the source of water and electrical supply, connection to the irrigation system.

B. Irrigation design is based on the available static water pressure shown on the Drawings. Verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Engineer authorized representative prior to beginning construction.

C. Prior to cutting into the soil, locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and it shall take proper precautions not to damage or disturb such improvements. If a conflict exists between the obstacles and the proposed work, promptly notify the Engineer who will arrange for relocations. Proceed in the same manner if a rock layer or any other such conditions are encountered.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
D. Protect all existing utilities and features to remain on and adjacent to the project site during construction. Repair, at its sole cost, all damage resulting from its operations or negligence.

1.06 Inspections
A. Permit the Engineer to visit and inspect at all times any part of the work and shall provide safe access for such visits.

B. Where the Specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Engineer. Notify the Engineer, a minimum of 48 hours in advance of where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's sole expense.

C. Inspections will be required for the following at a minimum:

1. System layout

2. Pressure test irrigation main line (Six hours at 125 PSI) lateral lines (2 hours at 100 psi).

3. Coverage test for all spray irrigation areas prior to start of weed abatement period. (refer to Section 02900 Landscaping for Weed Abatement Period)

4. Final inspection prior to start of maintenance period

5. Final acceptance
D. Site observations and testing will not commence without the record Drawings as prepared by the irrigation contractor. Record Drawings must complete and up to date for each site visit.

E. Work that fails testing and is not accepted will be re-tested. Hourly rates and expenses of the Engineer for re-inspection or re-testing will be paid by the Contractor at no additional expense to City.

1.07 Storage and Handling
A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Engineer and at no additional cost to the City.

B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a

SECTION 02 81 00 – IRRIGATION - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load.

1.08 Cleanup and Disposal
A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Do not bury waste material and debris on the site. Burning of trash and debris will not be permitted. Remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Engineer.

B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a disposal area that is fully and legally licensed.

1.09 Turnover Items
A. Drawings of Record:

1. Record accurately on one set of Drawings all changes in the work constituting departures from the original Drawings.

2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the City. Prior to final inspection of work, submit record Drawings to the Engineer.

3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record Drawings shall be recorded on a day-to-day basis as the project is being installed. All lettering on Drawings shall be minimum 1/8 inch in size.

4. For systems where a flow sensor has been installed, provide flow sensor gallons per minute (GPM) data for all irrigation control valves.

5. Show locations and depths of the following items:
a. Point of connection (including water P.O.C., master control valves, quick couplers, etc.)
b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing)

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
c. Isolation valves
d. Automatic remote-control valves
e. Quick coupling valves
f. Routing of control wires
g. Irrigation controllers
h. Location of drip zones, flush valves, and air relief valves i. Related equipment (as may be directed)

6. Maintain record Drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to reproducible mylar prints or per the direction of the Engineer.

B. Equipment:

1. Supply the following items:
a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system.
b. Two (2) 30-inch sprinkler keys for manual operation of control valves.
c. Two (2) quick coupler keys with a 1" bronze hose bib, bent nose type with hand wheel and two coupler lid keys.
d. Two (2) valve box cover key or wrench.
e. Four (4) extra sprinkler heads of each size and type. f. 250 feet of additional drip line and 100 feet blank roll. g. 200 drip line staples.

2. The above equipment shall be turned over to the Engineer at the final inspection.

1.10 Completion

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. At the time of the pre-maintenance period inspection, the Engineer and governing agencies will inspect the work and, if not accepted, prepare a list of items to be completed by the Contractor. At the time of the postmaintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the Engineer.

B. The City Engineer shall have final authority on all portions of the work.

C. After the system has been completed, the Contractor shall instruct City’s authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions.

D. Without any additional expense to the City, repair any settling of trenches, which may occur during the one-year period following acceptance, to the City’s satisfaction. Repairs shall include the complete restoration of planting, paving or other improvements determined damaged as the result of work.

E. Program the irrigation controller for the maintenance period/plant establishment to the satisfaction of the Engineer.

1.11 Guarantee
A. The entire irrigation system shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. The guarantee shall be valid unless existing equipment utilized on the project fails within the guarantee period.

B. Should any problem with the irrigation system be discovered within the guarantee period, and at no additional expense to City, correct it within ten (10) calendar days after receipt of written notice from City. When the nature of the repairs as determined by the City constitute an emergency (i.e. broken pressure line) the City may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the City.

C. Guarantee shall be submitted on Contractors own letterhead as follows:

GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM

SECTION 02 81 00 – IRRIGATION - 8

BRYANT RANCH COURTS, CITY OF YORBA LINDA
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We shall repair or replace any defective material during the period of one year after date of filing of the Notice of Completion and also repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefor upon demand.

PART 2 - MATERIALS

2.01 Summary
Use only new materials of the manufacturer, size and type shown on the Drawings and Specifications. Materials or equipment installed or furnished that do not meet City standards will be rejected and shall be removed from the site at no expense to the City.

2.02 Pipe
A. All pressure supply lines downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM 1785.

B. All non-pressure lines downstream of the remote-control valve shall be Schedule 40 solvent weld PVC conforming to ASTM D1785.

2.03 Plastic Pipe and Fittings
A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion.

B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1785.

C. All solvent weld PVC fittings shall be standard weight Schedule 40 and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466.

D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785.

E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855.

F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base teflon paste, tape, or approved equal.

2.04 Backflow Prevention Unit
A. The backflow prevention unit shall be a reduced pressure type vacuum breaker of the size, manufacturer and model number as indicated on the Drawings.

2.05 Valves
A. Gate Valves

1. Gate valves shall be of the manufacturer, size, and type indicated on the Drawings.

2. Gate valves shall be constructed of a bronze body, gate and stem with a malleable iron hand wheel. Gate valves shall have threaded connections.

3. All gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards.

B. Quick Coupler Valves:

1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the Drawings.

2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 1” female threads opening at base, with two-piece body. Valves shall be operated only with a coupler key designed for that purpose. Coupler key shall be inserted into valve and a positive, watertight connection shall be made between the coupler key and valve.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. Automatic Control Valves:

1. Automatic control valves shall be of the manufacturer, size, and type indicated on the Drawings.

2. The contractor shall verify with the manufacturer that the solenoids are compatible with the irrigation controller and wiring prior to purchase.

3. Automatic control valves shall be electrically operated.

4. Drip zone valves shall be accompanied with pressure regulators and filters per the manufacturer.

D. Ball Valves

1. Ball valves shall be of the manufacturer, size, and type indicated on the Drawings

2. Manual ball valves shall be PVC w/EPDM O-Rings and socket end connectors.

3. Manual ball valves shall have thermoplastic gear driven operating nut rotates 360° to achieve a 90° turn of the ball.

2.06 Valve Boxes
A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils.

B. The valve box cover shall be green in color and secured with a hidden latch mechanism or bolts. Where reclaimed water is being utilized, or planned in the near future, purple “reclaimed water” valve boxes shall be installed.

C. The cover and box shall be capable of sustaining a load of 1,500 pounds.

D. Valve box extensions shall be by the same manufacturer as the valve box.

E. Automatic control valve boxes shall be rectangular and sized to fit the components, see drawings for further information. Valve box covers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters / numbers.

F. Gate, Ball, and quick coupler valve boxes shall be circular and sized to fit the components, see drawings for further information. Valve box covers shall be marked with either "GV" or “BV”or "QCV" "heat branded" onto the cover in 2 inch high letters.

G. Drip irrigation flush and air relief valve boxes shall be circular and sized to fit the components, see drawings for further information. Valve box covers

SECTION 02 81 00 – IRRIGATION - 11

BRYANT RANCH COURTS, CITY OF YORBA LINDA
shall be marked “FV” or “DFV” “heat branded” onto the cover in 2 inch high letters.

2.07 Automatic Controller
A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings.

B. Controller wall mount shall be of the manufacturer, size, and type indicated on the drawings.

2.08 Electrical
A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations.

B. All electrical work shall conform to local codes and ordinances.

2.09 Low Voltage Control Wiring
A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the Drawings, and in no case smaller than 14 gauge.

B. Connections shall be Spears DS-400 Dry-Spliced (Pre-filled).

C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" Plans located on controller door).

2.10 Irrigation Heads
A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the Drawings.

B. Irrigation heads shall be used as indicated on the Drawings.

2.11 Drip Line
A. Drip line shall be of the manufacturer, size, type with discharge rate, emitter spacing and operating pressure as indicated on the drawings.

1. All fittings, flush valves, air relief valves and anchor staples shall be of the same manufacturer as the drip line.

SECTION 02 81 00 – IRRIGATION - 12

BRYANT RANCH COURTS, CITY OF YORBA LINDA
PART 3 - EXECUTION

3.01 Site Conditions
A. Inspections:

1. Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence.

2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Engineer.

2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved.

C. Grades:

1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade.

2. The Engineer shall accept final grades before work on this Section will be allowed to begin.

D. Field Measurements:

1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Coordinate the installation of all irrigation materials with all other work.

2. All scaled dimensions are approximate. Check and verify all size dimensions prior to proceeding with work under this Section.

3. Exercise extreme care in excavating and working near existing utilities. Repair damages to utilities, which are caused by Contractor’s operations or neglect, at no additional cost to City.

E. Layout:

1. Prior to installation, stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer.

2. Layout irrigation system and make minor adjustments required due to differences between site and Drawings. Where piping is shown on Drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
F. Water Supply:

Connections to, or the installation of, the water supply shall be at the locations shown on the Drawings. Minor changes caused by actual site conditions shall be made at no additional expense to the City.

3.02 Trenching
A. Do NOT trench within 12’ of an existing tree without consulting a certified arborist and the City Engineer.

B. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on Drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade.

C. Provide minimum cover of 24 inches on pressure supply lines.\ D. Provide minimum cover of 24 inches for control wires.

E. Provide minimum cover of 12 inches for non-pressure lines.

F. Pipes installed in a common trench shall have a 6-inch minimum space between pipes.

3.03 Backfilling
A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter.

B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe.

Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to 90% relative compaction and shall conform to adjacent grades.

C. Flooding in lieu of tamping is not allowed.

D. Under no circumstances shall truck wheels be used to compact backfill.

E. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas.

3.04 Piping

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement.

B. Cutting or breaking of existing pavement is not permitted.

C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification.

D. Remove all dented and damaged pipe Sections.

E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades.

F. Parallel lines shall not be installed directly over each other.

G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling.

H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer.

I. Center load all plastic pipe prior to pressure testing.

J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste.

K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all-threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters.

3.05 Control Wiring
A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet.

C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection.

D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve.

E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval.

3.06 Valves
A. Automatic control valves, quick coupler, and gate valves shall be installed in the approximate locations indicated on the Drawings. Ball Valves are not shown are drawings, they are to be installed one ball valve per every automatic control valve manifold.

B. Valve shall be installed in shrub areas whenever possible.

C. Install all valves as indicated in the detail Drawings.

D. Valves to be installed in valve boxes shall be installed one valve per box.

3.07 Valve Boxes
A. Valve boxes shall be installed in shrub areas whenever possible.

B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas.

3.08 Irrigation Heads
A. Irrigation heads shall be installed as indicated on the Drawings.

B. Spacing of heads shall not exceed maximum indicated on the Drawings.

C. Riser nipples shall be of the same size as the riser opening in the sprinkler body.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

3.09 Drip Line
A. Do not install drip line until weed abatement has been completed and areas have been accepted for planting.

B. Drip line shall be installed as indicated on the Drawings.

C. Spacing of drip line shall not exceed the maximum indicated on the Drawings.

D. Bury drip line at depth indicated on the Drawings.

E. Install flush valves at opposite end farthest from drip valve.

F. Install air relief valves at high point of system.

G. Staple drip line per the Drawings

3.10 Miscellaneous Equipment
A. Install all assemblies specified herein according to the respective detail Drawings or Specifications, using best standard practices.

B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable.

3.11 Flushing the System
A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers.

B. Irrigation heads shall be installed after flushing the system has been completed.

3.12 Adjusting the System
A. Adjust valves, align heads, and check the coverage of each system prior to coverage test.

B. If it is determined by the Engineer that additional adjustments or nozzle changes will be required to provide proper coverage, make all necessary changes or adjustments prior to any planting.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. The entire system shall be operating properly before any planting operations commence.

D. Automatic control valves shall be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer.

3.13 Testing and Observation
A. Do not allow or cause any of the work of this Section to be covered up or enclosed until it has been observed, tested and accepted by the Engineer.

B. Notify the Engineer a minimum of 48 hours in advance where and when the work is ready for testing.

C. When both drip and spray irrigation systems are completed, perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Engineer.

D. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the Plans, or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the Engineer. This test shall be accepted by the Engineer and accomplished before starting any planting.

E. Final inspection will not commence without record Drawings as prepared by the Contractor.

3.14 Maintenance
During the maintenance period adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings.

3.15 Completion Cleaning
Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions.

END OF SECTION

SECTION 02 82 10 – CHAIN LINK FENCE - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 02 82 10- CHAIN LINK FENCE
PART 1: GENERAL

1.01 DESCRIPTION
A. The General Provisions shall apply to all Chain Link Fence work. The Contractor shall provide all labor, materials, tools, transportation, equipment and incidentals necessary to perform work as indicated on the Plans and as herein specified.

B. Related Sections.

Section 03 30 53: Miscellaneous Concrete
C. The Standard Specifications for Public Works Construction, “Greenbook”, Latest Edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the Engineer.

D. Definitions.

1. City: City of Yorba Linda

2. Engineer: City Engineer, or the City Engineer’s designated representative.

E. All vendors, suppliers, and manufacturer’s representatives and the associated addresses, phone and fax numbers on the Plans and in the Specifications are listed for convenience only. They are subject to change and their inclusion in no way constitutes an endorsement by the City.

1.02 QUALITY ASSURANCE
A. Comply with all applicable local, state, federal requirements regarding materials, methods of work, and disposal of excess and waste materials.

B. Manufacturer’s directions, specifications and detailed drawings shall be followed in all cases where articles used furnish directions covering points not delineated on the Plans or Specifications.

C. The work included in this section will be done to the satisfaction of the Engineer. The decision by the Engineer as to the true construction meaning of the Plans and Specifications will be final.

SECTION 02 82 10 – CHAIN LINK FENCE - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
D. Perform Work in accordance with ANSI/ASTM F567 and manufacture’s specifications.

1.03 REFERENCES
A. ANSI/ASTM A123 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products.

B. ANSI/ASTM F567 - Installation of Chain Link Fence.

C. ASTM A116 - Zinc-Coated (Galvanized) Steel Woven Wire Fence Fabric.

D. ASTM A120 - Pipe, Steel, Black and Hot Dipped Zinc Coated (Galvanized) Welded and Seamless, for Ordinary Uses.

E. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware.

F. ASTM A392 - Zinc-Coated Steel Chain-Link Fence Fabric.

G. ASTM C94 - Ready-Mixed Concrete.

H. Chain Link Fence Manufacturers Institute (CLFMI) - Product Manual.

I. FS RR-F-191 - Fencing, Wire and Post Metal (and Gates, Chain Link Fence Fabric, and Accessories).

1.04 SYSTEM DESCRIPTION
A. Construct all chain link fencing items indicated on the construction documents.

B. Fence Height: As indicated on the Plans.

C. Line Post Spacing: At intervals not exceeding eight (8) feet.

1.05 SUBMITTALS
A. Contractor to submit the following samples and product data for galvanized chain link fencing approval by the City prior to ordering of materials. Submit within 21 calendar days of notice to proceed.

Contractor to certify that furnished material meets specification requirements.

1. Shop Drawings: Indicate plan layout, spacing of components, post foundation dimensions, hardware anchorage, and schedule of

SECTION 02 82 10 – CHAIN LINK FENCE - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
components and structural calculations stamped, and signed by a California registered structural engineer.

2. Product Data: Provide data on fabric, posts, accessories, fittings and hardware.

3. Submit two (2) samples in the required finish specified herein of the following:
a. 12” square of all chain-link fabric indicated in the drawings. b. 6” length of each type and size of end and line posts. c. 6” length for each size of bottom and top rails.
d. Each fitting and accessory.

4. Manufacturer's Installation Instructions: Indicate installation requirements for post foundation, anchor bolt templates, gates, fabric and all appurtenances.

1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the products specified in this Section with a minimum of five (5) years documented experience.

B. Installer: Company specializing in installation of chain link fencing with a minimum of five (5) years documented experience.

1.07 FIELD MEASUREMENTS
A. Before installation the Contractor shall verify that field measurements are as indicated on the Plans. Any discrepancy shall immediately be brought to the attention of the Engineer. Failure to do so will not relieve the Contractor of responsibility of improper installation.

PART 2: PRODUCTS

2.01 MATERIALS
A. General. All materials and fittings shall be new and all ferrous materials shall be coated in accordance with section 210-3 Galvanizing of the “Greenbook”.

B. Finish: All steel components to be Galvanized with black vinyl coating.

SECTION 02 82 10 – CHAIN LINK FENCE - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. The base material for the manufacture of steel pipe used for posts, braces, top rails, and gate frames shall conform to the requirements of ASTM F 1083. Schedule 40, for Class 1 or ASTM A 569 for Class 1A.

Class 1A steel shall have a minimum yield strength of 345Mpa (50,000 psi). All unit weights shall be subject to the standard mill tolerance of plus or minus 5 percent (see section 206-6.2 Materials for Posts, Rails, and Braces and Table 206-6.2 (A) in the “Greenbook”.

2.02 Posts. Posts shall have a total length of not less than the depth of the concrete footing, as specified herein, plus the length required above ground. Where no top rail is required, pipe posts shall be fitted with suitable caps.

2.03 Top Rails. Top rails shall be furnished in random lengths of approximately (20 feet) in length.

2.04 Galvanized Fabric. Chain link fabric shall conform to the requirements of ASTM A 392. The fabric shall be 3.8mm (9-gage) for all fence.

A. All chain link fabric shall be woven into approximately 50mm (2-inch) mesh and galvanized either prior to or after fabrication, unless otherwise specified.

B. Fabric shall have knuckled finish on the top and bottom edges.

2.05 Tension Wires and Fabric Ties. Tension wires shall be at least 4.5mm (7-gauge) galvanized coil spring steel wire.

A. Ties used to fasten the fabric to posts, rails, and gate frames shall be not smaller than 3.1mm (9-gauge) galvanized steel, 4.9mm (6-gauge) aluminum wire, or approved noncorrosive metal bands.

B. Tension bars used in fastening fabric to end and corner posts and gate frames shall be galvanized high carbon steel bars not smaller than 4.8mm (3/8 inch) by 19mm (3/4 inch).

2.06 Truss or Tension Rods. Truss or tension rods used in trussing gate frames and line posts adjacent to end corner, slope or gate posts shall be adjustable 9.5mm (3/8-inch)-diameter galvanized steel rod. When used in trussing line posts, adjustment shall be provided by means of galvanized turnbuckles or other suitable tightening devices.

2.07 Fittings. All required fittings and hardware shall be galvanized.

A. Couplings to connect the individual lengths of top rail shall be of the outside sleeve type and at least 175mm (7 inches)long. The bore of the

SECTION 02 82 10 – CHAIN LINK FENCE - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
sleeves shall be sufficiently true to maintain adjacent lengths of rail in - alignment.

B. Caps shall be cast steel galvanized sized to post diameter with a set screw retainer. Caps designed to fit securely over the posts, and carry a top rail where specified.

2.08 Miscellaneous Chain link fence
A. As included in the Construction Documents

1. F-1 Chain link Fence 4’ Ht. – with 1” selvedge, black vinyl coated finish for mesh, posts, caps and hardware
PART 3 EXECUTION

3.01 INSTALLATION
A. Procedures.

1. Install framework, fabric, and accessories in accordance with ANSI/ASTM F567 and manufacturer's instructions.

2. Set fence posts plumb and centered on concrete handball wall.

3. Embed line post min 18” in centered on concrete handball wall

4. Embed corner and terminal post min 18” in centered on concrete handball wall

5. Brace corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end and posts.

6. Provide top rail through line post tops and splice with 6 inch (150 mm) long rail sleeves.

7. Stretch fabric between terminal posts or at intervals of 100 feet (30 m) maximum, whichever is less.

8. Position bottom of fabric no more than 2 inches (50 mm) above finished grade, Finish Surface, or Top of wall.

9. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum 15 inches (380 mm) on centers.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

10. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips.

11. Install fabric toward court side of fence.

B. Top and Bottom Rails

1. Fence shall have top and bottom rails.

2. Top rails shall run continuously through post caps.

C. Fabricate all fabric, posts, gates, brackets and accessories prior to delivery to site. Align fence panels and gates between posts and firmly attach per plan details. Ensure fabric, gates, and posts remain plumb.

3.02 INSTALLATION TOLERANCES
A. Maximum Variation from Plumb: 1/4 inch (6 mm).

B. Maximum Offset from True Position: 1 inch (25 mm).

C. Components shall not infringe on adjacent property lines.

3.03 CLEANING
Clean up debris and unused material and remove from site.

END OF SECTION

SECTION 02 90 00 – LANDSCAPING - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 02 90 00 - LANDSCAPING
PART 1: GENERAL
A.01 DESCRIPTION
A. The general requirements apply to all Landscaping work operations.

Provide labor, materials, tools, transportation, and all incidentals necessary to perform work as indicated on the Plans and as herein specified. This work includes the following:
a. Import and amending of topsoil
b. Weed abatement and pre-emergence weed control
c. Fine grading / Finish grading
d. Agronomic soil testing
e. Soil Preparation - including the furnishing and application of fertilizers and soil conditioning materials
f. Excavation of planting pits
g. Removal from site unclassified excavation / spoils from planting h. Furnishing and installing trees and shrubs
i. Providing water and watering material before and after planting j. Furnishing and placing mulch
k. Selective pruning
l. Cleanup and Repairs
B. Related Sections.

Section 02 81 00: Irrigation
Section 32 93 95: 90-Day Maintenance
Section 02 93 00: Existing Tree Protection
Section 32 92 23: Sod
C. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the City.

1.02 QUALITY ASSURANCE
A. Comply with all applicable local, state, federal requirements regarding materials, methods of work, and disposal of excess and waste materials.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Manufacturer’s directions, specifications and detailed drawings will be followed in all cases where articles used furnish directions covering points not delineated on the Plans or Specifications.

C. The work included in this section will be done to the satisfaction of the City and the decision by the City as to the true construction meaning of the Plans and Specifications will be final.

D. All drop slips for landscape materials (including plants, fertilizers, pesticides, seed mixes) shall be given to the Engineer.

E. Submit Photos of all proposed trees for approval prior to delivery including measuring device indicating scale. Trees delivered shall match trees in photos. Trees may be rejected on site that do not match height, caliper, form and branching structure, and health of photos submitted.

F. Submit manufacturer/supplier/grower cutsheets for all landscape materials.

G. Submit photos of all shrubs and plant material including nursery information, species name, and can size.

1.03 AGRONOMIC SOILS TESTING
A. All soil samples shall be taken in the field by a qualified soil technician from a testing agency registered by the State for agricultural evaluation.

B. Take two (2) samples of site soil at a depth of 6 to 12 inches, within proposed planting area, after completion of grading and prior to weed control and soil preparation. Sample areas shall be selected by the Engineer.

C. Request two (2) tests for fertility and suitability analysis with written recommendations for soil amendment, fertilizer and chemical conditioners, application rates for soil preparation, planting backfill mix and postmaintenance fertilization programs. Soils report recommendations shall take precedence over the amendment and fertilizer application rates specified in this Section.

D. Testing laboratory shall be Soil and Plant Laboratory, Inc., 1594 N. Main, Orange, CA 92667 (714) 282-8777 or Wallace Laboratories, 365 Coral Circle, El Segundo, Ca 90245, Phone (310) 615-0118. Tests shall be paid for by the Contractor.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
E. Submit testing laboratory’s interpretation, recommendations, and comments to Engineer within 7 days after the completion of rough grading.

F. For bidding purposes, the Contractor shall provide the following soil amendments for soil preparation and backfill mix.

1. Soil preparation per 1,000 s.f. of planting area:
a. 4 cubic yards Nitrolized Redwood Sawdust
b. 200 lbs. Gro Power
c. 20 lbs. Soil Sulphur

2. Backfill Mix:
a. 6 parts by volume on-site soil
b. 4 parts by volume Nitrolized Redwood Sawdust
c. 18 lb. Gro Power per cu. yd. of mix
d. 2 lbs. Iron Sulphate per cubic yard of mix

1.04 ENVIRONMENTAL REQUIREMENTS
A. Do not install landscape materials when ambient temperatures may drop below 45 degrees F (12 degrees C) or above 95 degrees F (39 degrees C).

B. Do not install landscape materials when wind velocity exceeds 30 mph (48 k/hr).

PART 2: PRODUCTS

2.01 REFERENCES
A. ANSI Z60.1 - Nursery Stock.

B. California State Department of Agriculture - Regulations for nursery inspections, rules, and grading.

2.02 TOPSOIL
Topsoil if required in planting areas shall be Class A Topsoil. Topsoil shall be as specified in Section 212-1.1.2 of the Standard Specifications for Public Works Construction.

2.03 PLANT MATERIAL

SECTION 02 90 00 – LANDSCAPING - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Trees, shrubs, ground cover and vines shall be grown by an established nursery having been in the business of growing trees, shrubs, ground cover a minimum of five (5) years. At the option of the Engineer, plants shall be inspected and tagged at the nursery prior to shipment to the planting site.

1. Trees: All trees shall be of the specified container size and of the species specified.

2. Shrubs: Shrubs shall be of the specified type and size, selected from high quality, well-shaped nursery stock.

3. Flatted Plants: Ground cover plants and other flatted plants shall be grown and remain in the flats until transplanted at the site. Soil that does not crumble with sufficient moisture, normal spacing of plants in the flat and well rooted plants shall be required to ensure the minimum disturbance of the root system at time of transplanting.

4. Grass Plugs: Plugs shall be grown and remain in their containers until transplanted on the site. All plugs shall be planted within eight (8) hours upon arrival.

B. Plant names indicated or listed in the “Plant Legend” on the Plans, conform to the approved names given in “An Annotated Checklist of Woody Ornamental Plants in California, Oregon, and Washington, Manual 4091”, published by the University of California (1979). Except for names not covered therein, the established custom of the nursery shall be followed.

C. Condition of plants shall be in accordance with the California State Department of Agriculture’s regulations for nursery inspections, rules, and grading and shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound.

D. Plants shall not be pruned prior to delivery, except as authorized by the City. In no case shall trees be topped before delivery.

E. The size of the plants shall correspond with that normally expected for species and variety of commercially available nursery stock, or as specified on the Plans. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the Plans. Plants

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
larger in size than specified may be used with the approval of the City, but the use of larger plants will not serve as the basis for a change order.

F. All plant material shall be subject to the inspection and acceptance of the City before planting. A representative number of plants as determined by the City may be inspected for size and condition of root growth, insects, injuries and defects. Plants not accepted are to be removed from the site immediately and replaced with suitable plants. The City reserves the right to reject entire lots of plants represented by defective samples.

2.04 FERTILIZERS, SOIL CONDITIONING MATERIALS AND WATER A. General.

1. Fertilizing and soil conditioning materials shall comply with the applicable requirements of the State Food and Agricultural Code.

All materials shall be packaged first grade, commercial quality products identified as to source, type of material, weight, and manufacturer’s guaranteed analysis. Fertilizing and soil conditioning material shall not contain toxic ingredients or fillers in quantities harmful to human life, animals, or plants.

2. Furnish a Certificate of Compliance stating that the material substantially meets the specifications.

3. Exact fertilizing and conditioning materials and the required composition and quantities shall be determined by agronomic soils test.

B. Commercial Fertilizer.

1. Commercial fertilizer shall be a palletized or granular product having a chemical analysis as specified on the Plans or in the Specifications. Commercial fertilizer shall be free-flowing material delivered in unopened sacks. Material which becomes caked or otherwise damaged shall not be used

2. Exact composition and type of fertilizer to be determined by the agronomic soils test and will be supplied by the contractor at no additional cost to the City.

C. Nitrogen Stabilized Organic Soil Amendment.

Organic soil amendment shall be redwood sawdust free of shavings or particles of other woods such as fir or pine, supplied in bulk and .5%

SECTION 02 90 00 – LANDSCAPING - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA
nitrogen stabilized by standard techniques. An acceptable substitute is nitrogen stabilized fir or cedar sawdust ground to 0-1/4” particle size and

1.0% nitrogen stabilized.

D. Water.

1. Water shall be clean, fresh and free of substances or matter which could inhibit vigorous growth of plants

2. Water shall be supplied at Contractor’s sole expense at no additional cost to City through the end of the maintenance period.

2.05 HERBICIDE
A. The use of a Non-selective herbicide for weed abatement will be approved by the Engineer.

B. Pre-emergent herbicide shall provide nine (9) month control.

2.06 MULCH
A. Mulch shall be “Forest Floor” (0-2”)
Available from:

Aguinaga
7992 Irvine Boulevard
Irvine, CA 92618
(949) 786-9558
OR, approved equivalent
B. The mulch shall consist of fibrous, woody bark mixture of varied particle size with the following characteristics:

Percent Passing Sieve Size
90-100 25.4 mm (1”)
80-100 12.7 mm (1/2”)
20-60 6.35 mm (1/4”)
C. Mulch shall be packaged in bales or bags unless the City approves a bulk source in advance of delivery to the site of the work. The Contractor shall submit one sample of three (3) different mulch materials.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
D. The Engineer has the right to reject all samples and request additional samples until a suitable mulch material is approved.

2.07 PRE-EMERGENCE WEED CONTROL
In areas of woody ornamental plants use Ronstar, Weedban, or approved equal.

2.08 SAMPLES
A. Samples of products and materials shall be required by the City.

Submittals for inspection shall be stored on the site until furnishing of material is complete.

B. Delivery of products and materials may begin upon acceptance of samples or as directed by the City.

SECTION 02 90 00 – LANDSCAPING - 8

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2.09 PLANT TABLETS
A. Plant tablets shall be Scotts Agriform, Growpower or approved equal, 20- 10-5 applied at the following rates:

Tablet
Size
21 Gram 5 Gram
Container
Size
1 Gallon
and
10” pots
5 Gallon 15 Gallon 24” Box 36” Box
and
Larger
Ground
Cover
Plants
Applicatio
n
Rates (No.
of Tablets)
1 3 8 20 One
Tablet per
each foot
of height
1 PART 3: EXECUTION

3.01 GENERAL
Earthwork and topsoil placement shall include the preparation for and the spreading, densification, cultivation, and raking of topsoil, including fertilization and conditioning.

1. Unless otherwise provided, curbs, walks, irrigation systems, and similar improvements required by the Plans or Specifications shall be constructed following rough grading and before landscaping.

2. Planting holes and backfill shall be as herein specified.

3. Preliminary rough grading and related earthwork, prepare areas for landscaping work to within one-tenth foot (0.1’) of finish grade, or to subgrade for Class “A” topsoil if required.

3.02 TOPSOIL PREPARATION AND CONDITIONING
A. General.

1. Planting areas shall be free of weeds and other extraneous materials to a depth of twelve inches (12”).

2. Soil shall not be worked when it is so wet or so dry as to cause excessive compaction or the forming of hard clods or dust.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

3. The existing soil below subgrade for approved fill shall be scarified to a depth of six inches (6”) prior to spreading fill material.

B. Fertilizing and Conditioning Procedures.

1. The planting area shall be brought to finish grade before spreading the fertilizers or conditioning materials specified.

2. The Contractor, at no additional cost to the City, shall make one (1) additional soils test per acre of all planting areas before and upon completion of excavation, backfilling, and grading to determine compliance with fertilizing and conditioning. The Contractor shall coordinate soil testing with the City.

3. Fertilizing and conditioning materials shall be mechanically spread at a uniform rate. The quantities of materials necessary for the planting area shall be at the site and shall be verified by delivery tickets furnished to the Engineer before spreading.

4. After spreading, the fertilizing and conditioning materials shall be uniformly cultivated into the upper six inches (6”) of soil by suitable equipment, rototiller or equal, operated in at least two directions approximately at right angles. The resulting soil shall be a friable condition.

5. Fertilizer and soil amendment guidelines under agronomic soils testing shall be used for bidding purposes for planting areas, however, the Contractor shall amend it as necessary per the soils test report at no additional cost to the City.

3.03 WEED ABATEMENT
A. The weed abatement program shall proceed upon the completion of the following:

1. Installation of all pressure main line, quick coupler valves, irrigation valves, drip irrigation valves, non-pressure spray laterals and irrigation heads have been completed and accepted. (Prior to the installation of the drip line.)

2. After all existing weeds and growth has been removed from the planting areas.

3. After the controller or a temporary controller has been installed.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

4. After final finishes grades have been achieved.

B. Water all areas four (4) times daily for twenty-one (21) consecutive days and until weed seeds have germinated. Cease watering for three (3) days. Spray a non-selective herbicide (Roundup) to eradicate the germinated weeds. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1/4 inch below the surface of the soil. If perennial weeds or grasses still exist, re-water four (4) times daily for fourteen (14) consecutive days until new growth appears. Reapply a nonselective herbicide with a dye indicator. Remove weeds after herbicide has had sufficient time to kill.

1. Water turf areas utilizing the irrigation controller.

2. Water all drip zones manually utilizing the quick coupler valves.

3.04 FINISH GRADING
A. After fertilizing and conditioning, the soil shall be watered and allowed to settle to provide a stable surface, not overly densified to the extent that it will prevent aeration and water infiltration. After the soil has dried out to a workable condition, the planting areas shall be regraded, raked, and smoothed to the required grades and contours. Finish surfaces shall be clean and suitable for planting.

B. The finish grade shall be smooth, uniform, and free of abrupt grade changes and depressions to ensure surface drainage.

C. The finish grade below adjacent paving, curbs, or headers shall be one inch (1”) in lawn areas and two inches (2”) in shrub or ground cover areas.

3.05 PLANTING GENERAL
A. All sprinkler/irrigation work shall be inspected and accepted by the City, prior to start of any work of this subsection.

B. Location of utility, structures and lines.

1. Prior to excavation for planting or placing of stakes, locate all utilities, electric cables, conduits, irrigation lines, heads, valves and valve control wires, and all utility lines so that proper precautions may be taken not to damage such improvements.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

2. In the event of a conflict between utilities and plant locations, promptly notify the Engineer who will arrange for one or the other to be relocated. If contractor fails to follow this procedure it shall repair all damages resulting from the work at contractor’s sole expense.

C. All plants will be inspected by the Engineer prior to planting, including plants previously approved at the nursery. The Contractor shall be responsible for the condition of all plants, planted or otherwise, until acceptance.

D. Quantities.

1. Plant materials shall be furnished in the quantities and/or spacing as shown or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized, and/or described in the Plant Legend, as indicated on the Plans.

2. Verify all sizes and quantities on the Plans. Promptly report any discrepancy to the Engineer.

E. Substitution.

1. Any plant material or any development materials specified by trade name or equal, shall be according to these Plans and
Specifications.

2. Installation and use of substitute items shall not be made until the Contractor is in receipt of written approval from the Engineer.

Substitution proposals for plant material must be accompanied by written proof of non-availability within a five hundred mile radius of the project site for material originally specified and proof that material was ordered in a timely manner upon award of contract.

F. Protection and Storage.

1. Regularly water all nursery stock in containers and place them in a cool area protected from sun and drying winds.

2. Do not allow plants to dry out before or while being planted. Keep exposed roots moist by means of wet sawdust, peat moss or burlap at all times during planting operations. Do not expose roots to the air except while being placed in the ground. Wilted or diseased plants, whether in place or not, will not be accepted and shall be replaced at the Contractor’s sole expense.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

3. Plugs: All plugs shall be kept moist and placed in a shady area prior to planting. DO NOT ALLOW PLUGS TO DRY OUT.

G. Moisten prepared surface immediately prior to installing plant material.

H. Install plant material immediately after delivery to site, within 24 hours after harvesting to prevent deterioration.

I. Water landscaped areas immediately after installation.

J. Layout and Plant Location.

1. Planting areas, borders and boundaries, will be surveyed and staked by the Contractor and approved by the Engineer.

2. Detailed layout within the planting areas shall be performed by the Contractor and approved by the Engineer prior to planting.

3. Locate first row of plants in areas designated for center to center spacing of plants shall be located at one-half of designated spacing from the edge of the area.

3.06 TREE AND SHRUB PLANTING
A. Planting Holes. Planting holes shall be approximately square for container grown plants. The holes shall be twice the width of the plant container or ball, unless otherwise shown on the Plans. The holes shall be one-andhalf times the depth of the root ball, or as shown on the Plans. The hole shall be larger, if necessary, to permit handling and planting without injury or breakage of the root ball or root system. Any plant having a broken or cracked root ball before or during planting shall not be planted.

B. Underground Obstructions. In the event that underground construction work or obstructions are encountered in the planting operation, alternate locations for plant material will be selected by the City. Operation shall be done at no extra cost to the City.

C. Planting Procedures.

1. The following material shall be thoroughly blended and used as a backfill mix.
6 parts by volume on-site soil
4 parts by volume Nitrogen Stabilized Organic Amendment

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
1 lbs. 16-20-0 per cubic yard of mix
2 lbs. Iron Sulfate per cubic yard of mix
The actual material and amounts, as determined by the agronomic soils test, shall be supplied by the Contractor at no additional cost to the City.

No mixing for individual planting holes is permitted. Mix planting soil prior to backfilling and stockpile at the site. Iron sulfate shall not contact cement surfaces because severe staining could occur; repair or replace stained cement at Contractor’s sole cost.

2. Remove all plants from their containers and set so that, when settled, they bear the same relation to the required grade as they bore to the natural grade before being transplanted. Plant each plant in the center of the pit and backfill with prepared soil.

Compact the backfill mix around the ball or roots. Do not use soil in muddy condition for backfilling. Do not fill around trunks or stems.

Cut off all broken or frayed roots.

3. Thoroughly water each plant when the hole is one-half filled.

4. After watering, backfill the remainder of the hole and tamp the soil in place until the surface of the backfill is level with the surrounding area and the crown of the plant is at the finished grade of the surrounding area.

5. After backfilling, a basin shall be constructed around each plant.

Each basin shall be of a depth sufficient to hold at least six inches (6”) of water. Basins shall be the same size as the container size of each individual plant. The the basins shall be constructed of amended backfill material.

6. Set the plant tablets to be used with each plant on the top of the root ball so the required number of tablets to be used in each hole can be easily verified. Bury tablets upon approval by the Engineer.

7. Immediately after planting, apply water to each tree and shrub by means of a hose. Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground.

8. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, well below the root system of grass and plants.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

9. Basins around shrubs and trees in slopes shall be permanently maintained. In turf areas, basins shall be maintained thirty (30) days following tree planting. They shall be removed at that time, unless otherwise directed by the Engineer.

D. Pruning. Pruning shall be limited to the minimum necessary to remove injured twigs and branches, and to compensate for loss of roots during transplanting, but never to exceed one-third of the branching structure.

Upon approval of the Engineer, pruning may be done before delivery of plants, but not before plants have been inspected and approved.

E. Guying. All trees shall be guyed per the planting details on the Plans.

Guing shall be done immediately after planting. Three (3) guys per plant shall be installed in accordance with the following:

1. Each guy shall be secured to the appropriate main branch by a twisted loop of No. 12 BWG galvanized iron wire housed in approved flexible rubber tubing.

2. Each guy shall be anchored to a driven stake located at a horizontal distance from the tree equal to the vertical distance from ground to the connection of guy wire on the tree branch.

3. Each guy shall be covered with highly visible white tubing from the ground to the turnbuckle location.

4. Slack in each guy shall be removed by turnbuckles so as not to bend or twist the plant.

3.07 GROUND COVER PLANTING
A. Soil preparation and fine grading shall be completed prior to ground cover planting.

B. Ground cover shall be planted in moist soil and spaced as indicated on the Plans.

C. Each plant shall be planted with its proportionate amount of flat soil to minimize root disturbance. Soil moisture shall be such that the soil does not crumble when removing plants.

D. Following planting, ground cover areas shall be regraded to restore smooth finish grade and to ensure proper surface drainage. Mulch shall

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BRYANT RANCH COURTS, CITY OF YORBA LINDA
be spread over the planted areas. Watering shall begin immediately following mulching.

E. When necessary to prevent plant damage from pedestrian traffic during the initial growing stage, erect temporary protective fencing to be removed at the end of the maintenance period.

F. Contractor shall hand water with a watering hose all grass plugs individually and immediately following planting. Apply enough water to saturate soil. After 3 weeks, hand water plugs every other day and after 4 weeks hand water plugs every 2 days.

G. All grass plugs shall be planted in-ground eight (8) hours after being delivered to the site. Any plugs not planted within 8 hours after being delivered shall be rejected and replaced with new and fresh plugs at no cost to the City.

3.08 MULCHING
Mulch trees, shrubs and ground cover areas after planting with 3-inches of mulch.

3.09 MAINTENANCE AND PLANT ESTABLISHMENT
A. Refer to 90 Day Maintenance Period Section 32 93 95. Maintain all planted areas on a continuous basis as they are completed during the progress of the work and during the establishment and maintenance period, and shall continue to maintain them until final acceptance in accordance with the following.

B. Maintenance period shall be extended if plant material is not in a healthy growing condition. When all maintenance work has been completed to the satisfaction of Engineer, the Engineer will issue to the Contractor a written notice of completion of maintenance.

3.10 INSPECTION
A. All inspections herein specified shall be made by the City. Request inspection at least forty-eight (48) hours in advance of the time the inspection is required. Requested inspections, subsequently canceled without twenty-four (24) hours notice, will be billed to the Contractor.

B. Inspection is required for, and not necessarily limited to, the following parts of the work.

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BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. At completion of the incorporation of soil amendments and fine grading.

2. Prior to digging plant pits for trees and shrubs.

3. During backfilling of plant pits with amended backfill.

4. Final inspection at the end of the maintenance period.

3.11 CLEANUP AND REPAIR
A. Promptly repair damage to facilities caused by landscaping operations.

Cost of repair at Contractor’s sole expense.

B. Contractor shall remove packing materials and unused product.

Thoroughly clean all areas where work has occurred. Pressure wash paving as necessary.

C. Remove from site excess material, debris and rubbish. All costs related to unclassified excavations / spoils from the digging of planting pit excavations shall be included in the respective bid items for trees and shrubs.

D. Take all precautions necessary to protect completed work until Substantial Completion of project.

END OF SECTION

SECTION 02 93 00 - EXISTING TREE PROTECTION - 1

BRYANT RANCH COURTS, CITY YORBA LINDA
SECTION 02 93 00- EXISTING TREE PROTECTION
PART 1: GENERAL

1.01 GENERAL CONDITIONS
A. Requirements of "General Conditions of the Contract" and of Division 1, "General Requirements", apply to work in this Section with same force and effect as though repeated in full herein.

1.02 DESCRIPTION OF WORK
A. Furnish all materials, labor, transportation, services, and equipment necessary to protect existing trees as indicated on Drawings and as specified herein.

B. Work related in other Sections:

1. Section 02 92 00 – Landscaping

2. Section 02 81 00 – Irrigation

1.03 TERMINOLOGY
A. Pruning terminology to be utilized as developed by the National Arborist Association and is herein attacked.

1.04 SUBMITTALS
A. Certification:

1. Submit written certification by a qualified Arborist that trees indicated to remain have been protected during course of construction in accordance with recognized standards and that where damage did occur, trees were promptly and properly treated.

2. Indicate which damaged trees, if any, are incapable of retaining full growth potential and are recommended to be replaced.

3. Arborist - an individual currently a member of the National Arborist Association or International Society of Arboriculture and verify proof of certification by such organization.

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BRYANT RANCH COURTS, CITY YORBA LINDA

1.05 QUALITY ASSURANCE
A. Arborist Qualifications: Engage a qualified certified Arborist who has successfully completed tree protection and trimming, to perform the following work:

1. Remove branches from trees that are to remain.

2. Recommend procedures to compensate for loss of roots and perform initial pruning of branches and stimulation of root growth where removed to accommodate new construction.

3. Recommend procedures for excavation and grading work juxtaposed to established plants.

4. Perform tree repair work for damage incurred by new construction.

5. Pruning to conform to ISA Pruning Standards and National Arborist Association Class I-IV as specified.

1.06 PROJECT CONDITIONS
A. Temporary Protections: Provide temporary fencing, barricades, or other suitable guards located outside dripline to protect trees and other plants that are to remain from damage. Tree protection fence / barrier shall be as indicated in the construction documents. At a minimum tree protection shall consist of a 6’ chainlink fence around significant trees. Trees on slopes shall be protected with a 3’ orange snow fence with wood stakes. Fences shall protect tree branches and the tree’s rootzone.

B. Protect Root Systems:

1. Do not store construction materials, debris, or excavated material within dripline of trees to remain.

2. Do not permit vehicles within dripline.

3. Restrict foot traffic to prevent excessive compaction of soil over root systems within dripline.

PART 2: PRODUCTS

2.01 MATERIALS
A. Drainage Fill: Selected stone or gravel, graded to pass a 3-inch sieve and retained on a 1-inch sieve.

B. New Topsoil:

SECTION 02 93 00 - EXISTING TREE PROTECTION - 3

BRYANT RANCH COURTS, CITY YORBA LINDA

1. Fertile, friable, surface soil, containing natural loam.

2. Obtain from local sources or from areas having similar characteristics to indigenous topsoil.

3. Provide topsoil that is reasonably free of subsoil and clay lumps, and free of brush, weeds, roots, stones larger than 2-inches and free of other extraneous or toxic matter harmful to plant growth.

4. Obtain topsoil only from well-drained sites where soil occurs in depth of 4- inches or more. Do not obtain from bogs or marshes.

5. Topsoil, prior to use, must be laboratory tested for horticulture suitability and such test must be approved by Owner’s Authorized Representative prior to placement.

6. Purchase and place 2” medium grind mulch, or mulch as provided by the City.

PART 3: EXECUTION

3.01 GENERAL
A. Protect tree root systems from damage due to noxious materials caused by runoff or spillage during mixing, placement, or storage of construction materials. Protect root systems from flooding, eroding, or excessive wetting resulting from dewatering operations.

B. Do not allow fires under or adjacent to trees or other plants that are to remain.

C. Branches may be removed for construction purposes only upon approval of Owner’s Authorized Representative or Arborist and subject to local governing agency ordinances.

1. Where directed by Engineer or Arborist, extend pruning operation to restore natural shape of entire tree.

2. Cut branches and roots, if required, with sharp pruning instruments. Do not break or chop.

D. Mulch shall be placed to protect tree rootzones. Mulch shall be 6” to 8” thick organic mulch. Do not place mulch within 6” of tree trunks. For Oak trees, do not place mulch within 24” of tree trunk.

3.02 EXCAVATION AROUND EXISTING TREES
A. Excavate within proximity of existing trees only where indicated on Drawings.

Do not machine-excavate within dripline.

SECTION 02 93 00 - EXISTING TREE PROTECTION - 4

BRYANT RANCH COURTS, CITY YORBA LINDA
B. Where excavating for new construction is required within dripline of trees, hand-excavate to minimize damage to root systems. Provide sheeting at excavations if required. Use narrow-tine spading forks and comb soil to expose roots.

1. Relocate roots in backfill areas wherever possible. If large, main lateral roots are encountered, expose beyond excavation limits as required to bend and relocate without breaking. If encountered immediately adjacent to location of new construction and relocation is not practical, cut roots approximately 3-inches back from new construction.

C. Do not allow exposed roots to dry out before permanent backfill is placed.

Provide temporary earth cover or pack with peat moss and wrap with burlap.

Water and maintain in moist condition and temporarily support and protect from damage until permanently relocated and covered with earth.

1. Root greater than 4” in diameter shall be protected within 3 hours of excavation.

2. Roots greater than 4” in diameter shall not remain unprotected at the end of a work day.

D. Where trenching for utilities is required within dripline, tunnel under or around roots by hand digging. Do not cut main lateral roots or tap roots; cut only smaller roots that interfere with installation of new work. Cut roots cleanly with sharp, appropriate pruning instruments. Do not break or chop roots.

E. Prune branches to balance loss to root system caused by damage or cutting of root system as directed by Owner’s Authorized Representative or Arborist.

3.03 GRADING AND FILLING AROUND EXISTING TREES
A. Maintain existing grade within dripline of trees.

B. Lowering Grades:

1. Where existing grade is to be lowered around a protected tree, gradually slope grade away from tree as recommended by Arborist. Do not reduce grade within tree dripline.

2. Consult Owner’s Authorized Representative or Arborist for appropriate plans on grade cuts exceeding 12-inches which may require details as to drains, special backfill mixes and retaining walls.

C. Raising Grades:

SECTION 02 93 00 - EXISTING TREE PROTECTION - 5

BRYANT RANCH COURTS, CITY YORBA LINDA

1. Where existing grade is to be raised 6-inches or more within tree root zone, consult the Engineer or Arborist to provide appropriate remedial plans to accommodate this grade change.

2. Such plans may address perforated pipe bends, drain lines, grates and retaining walls as may be required.

3. No soil fill will be allowed to cover over existing tree root zone grade.

4. Do not place soil as to cover tree trunk root flare.

5. For bidding purposes only: assume grades will be raise by placing a 2” layer of sand over the existing finish grade to achieve the design elevation for new finish surface.

3.04 ROOT PRUNING
A. Branch pruning may be required to stimulate root growth and to compensate for loss of roots.

B. Prune only per written recommendations from Arborist and conform to established pruning standard practices.

C. Ensure that Arborist provides typed instructions for recommended long term maintenance procedures to be followed after completion of construction operations.

3.05 REPAIR AND REPLACEMENT OF TREES
A. Repair trees damaged by construction operations. Make repairs promptly after damage occurs to prevent progressive deterioration of damaged trees.

B. Remove and replace dead and damaged trees that Arborist determines to be incapable of restoration to normal growth pattern.

C. Provide new trees of same size and species as those being replaced.

D. If trees over 6-inches in caliper measurement (taken 12-inches above grade) are required to be replaced, provide new trees of 6-inch caliper size and of species selected by Owner’s Authorized Representative.

3.06 DISPOSAL
A. Do not burn trees or branches on-site.

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BRYANT RANCH COURTS, CITY YORBA LINDA
B. Removal from Property: Remove excess excavation, displaced trees, and trimmings and dispose of off Owner’s property.

END OF SECTION

SECTION 03 10 00 - CONCRETE FORMWORK - 1

BRYANT RANCH COURTS, CITY YORBA LINDA
SECTION 03 10 00 - CONCRETE FORMWORK
PART 1: GENERAL

1.01 DESCRIPTION
A. The General Provisions shall apply to all Concrete Formwork operations.

Provide all labor, materials, tools, transportation, equipment and incidentals necessary to perform work as indicated on the Plans and as herein specified.

B. Related Section.

Section 03 30 53: Miscellaneous Concrete
C. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the City.

1.02 QUALITY ASSURANCE
A. Comply with all applicable local, state, federal requirements regarding materials, methods of work, and disposal of excess and waste materials.

B. Manufacturer’s directions, specifications and detailed drawings shall be followed in all cases where articles used furnish directions covering points not delineated on the Plans or Specifications.

C. The work included in this Section shall be done to the satisfaction of the Engineer. The decision by the Engineer as to the true construction meaning of the Plans and Specifications will be final.

PART 2: PRODUCTS

2.01 MATERIALS
A. Where finish concrete is below grade, plywood or sawed lumber formwork shall be constructed of substantial material as selected by the Contractor.

B. Where finished concrete is above grade and scheduled to be exposed, use Plyform Class I and II B-B, EXT-DFPA.

SECTION 03 10 00 - CONCRETE FORMWORK - 2

BRYANT RANCH COURTS, CITY YORBA LINDA
C. Form coating shall be a non-grain-raising and non-staining type that will not leave residual matter on the surface of the concrete or adversely affect bonding to concrete of paint, plaster, or other applied materials.

D. Portland cement shall be Type V, ion alkali and shall conform to ASTM C150.

PART 3: EXECUTION

3.01 INSTALLATION
A. All concrete above grade shall be cast in plywood or sawed lumber forms.

B. Concrete below grade may be poured directly against earth in open trenches.

C. All forms shall be constructed true to line and level, sufficiently tight to prevent leakage of mortar, and shall conform exactly to the dimensions of the finished concrete as shown on the drawings. Forms for curved surfaces shall be so constructed and placed that the finished surface shall not deviate from the arc of the curve; flat spots will not be accepted.

D. Where studs in formwork are spaced not over 12” o.c., 5/8” minimum plywood shall be used. Where studs are spaced not over 16” o.c., 3/4” minimum plywood shall be used.

E. Place long dimension of plywood sheets perpendicular to direction of studs.

F. Forms and metal reinforcement shall be checked and approved by the Engineer before concrete is placed.

3.02 REMOVAL OF FORMS
Do not disturb or remove forms until the concrete has developed sufficient strength to safely sustain its own weight and the superimposed loads above. After concrete is placed, the following minimum time periods shall elapse before the removal of forms.

Concrete formwork will be considered as included on other items of work and no additional payment will be made therefor.

ITEM FORMS SHORING
Sides of walls and edge of slabs and
footings
3 days 5 days

END OF SECTION

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 03 30 53 - MISCELLANEOUS CONCRETE
PART 1: GENERAL

1.01 DESCRIPTION
A. The General Provisions shall apply to all miscellaneous concrete work operations. Provide labor, materials, tools, transportation, equipment and incidentals necessary to perform work as indicated on the Plans and as herein specified.

B. Related Sections.

Section 02 80 00 - Site Furnishings and Miscellaneous Materials Section 02 81 00 - Irrigation
Section 03 10 00 - Concrete Formwork
C. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the Engineer.

D. References
Refer to Geotechnical Investigation Document(s)
Refer to American Concrete Institute
Refer to State of California Department of Transportation (Cal Trans) Standard Specifications (DTSS)
Refer to applicable ASTM Specifications
E. Definitions.

1. City: City of Yorba Linda

2. Engineer: City Engineer, or the City Engineer’s designated representative.

3. ASTM: American Society of Testing Materials

1.02 QUALITY ASSURANCE
A. Comply with all applicable local, state, federal requirements regarding materials, methods of work, and disposal of excess and waste materials.

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Manufacturer’s directions, specifications and detailed drawings will be followed in all cases where articles used furnish directions covering points not delineated on the Plans or Specifications.

C. The work included in this section will be done to the satisfaction of the Engineer. The decision by the Engineer as to the true construction meaning of the Plans and Specifications will be final.

D. Material quality standards and testing procedures shall be in accordance with all ASTM standards and testing procedures and shall be the latest requirements.

1. All tests shall be made by a testing laboratory acceptable and approved by the Engineer.

2. One mechanical analysis and one decantation test shall be made of the sand and coarse aggregate proposed for the work.

3. Concrete specimens shall be taken when directed by the Engineer.

At least one pair of specimens shall be taken from each pour of concrete or from each one-hundred cubic yards of concrete or major fraction thereof. One cylinder from each pair shall be tested at seven (7) days. One from each pair shall be tested at twentyeight (28) days. Concrete for specimens shall be taken from place of deposit. Specimens shall be prepared and tested in accordance with the latest ASTM specifications.

4. Additional tests shall be made when and as directed by the Engineer. Cost of additional tests shall be borne by Contractor.

5. Should concrete strengths not attain the minimum specified at twenty-eight (28) days, the area of substandard work shall be examined by the Engineer. The defective concrete shall be removed between expansion joint and replaced or the work shall be strengthened in a manner as directed by the Engineer.

6. The cost of all examination and testing of defective material, as well as corrective measures, shall be borne by the Contractor.

E. Reinforcing Steel: All steel shall be Grade 60 billet steel conforming to ASTM A-615.

1.03 SUBMITTALS:

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Shop Drawings: Submit for concrete slabs showing dimensioned locations and types of construction and expansion joints.

B. Samples: Prepare minimum 4-foot square samples of each required slab finish excluding only monolithic trowel and float finishes. Include a transverse expansion joint, scoring, and edging.

1.04 JOB CONDITIONS
The Contractor shall be responsible for the coordination and proper relation of his work to existing site improvements and utilities and to the work of all trades. The Contractor shall visit the site and be thoroughly familiar with all details of the work and working conditions and verify all dimensions in the field. Protect all existing improvements to remain on and adjacent to the project site during construction.

Repair at its sole cost, all damage resulting from its operations or negligence.

PART 2: PRODUCTS

2.01 MATERIALS
A. Concrete flatwork and headers shall be class 560-C-3250 B. Concrete walls shall be class 560-C-3250
C. Concrete for post-tension pickleball courts shall be as indicated on the PostTension engineered plans located in the construction drawings on sheets PTD and PTI. Minimum compressive strength shall be 4,500 PSI at 28 days.

D. Portland Cement shall be Type V, low alkali, and shall conform to ASTM C150.

E. Concrete aggregate shall conform to ASTM C33. All aggregate shall be well graded and selected from a source that has a proven history of non-reactivity.

Maximum aggregate size shall be 3/4 inch.

F. Fine aggregate shall consist of washed natural sand having hard, strong and durable particles and which does not contain more than 2% by weight of clay, loam, shale, alkali, organic matter or other deleterious substances.

G. Coarse aggregate shall consist of clean, hard, fine grained, sound crushed rock or gravel, which does not contain more than 5% by weight of flat, chiplike, thin, elongated, friable or laminated pieces. Any piece having a major dimension in excess of two and one-half (2 1/2) times the average thickness and which will adversely affect the strength of the concrete shall not be used.

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
H. Water shall be clean and free from deleterious amounts of acids, alkalis, and organic materials.

I. Each component of the concrete mix shall be supplied from the same source for the entire project.

J. Post tension ½” dia. Post tension tendons, strands, wires, dead-end anchors, supports, and hardware shall be as indicated on the Post-Tension engineered plans located in the construction drawings on sheets PTD and PTI. a. Deformed Mill Reinforcing: Grade 40 (#3)
b. Steel shall conform to ASTM A-615 Grade 60 (#4 & up) c. 40 Mil thickness sheeting

2.02 PROPORTIONS AND MIXING
A. The concrete shall be composed of cement, sand and coarse aggregate in the proportions as determined by the testing laboratory. Cost of mix design shall be borne by Contractor.

B. Slump: Adjust quantity of water so concrete at time of placing does not exceed the following slumps when tested according to ASTM C143. Use the minimum water necessary for workability required by part of structure being cast.

Part of Structure Maximum
Slump
Inches
Maximum WaterCement Ratio
Footings, foundation walls, and
mass concrete, not reinforced
4 0.6
Slabs on grade, reinforced and
non-reinforced
3 0.45
Reinforced concrete over 8” thick 4 0.5
Reinforced concrete 8” or less
thick
4-1/2 0.5
All other concrete 4 0.5
C. The concrete shall be mixed as follows:

1. Each transit mixer shall be equipped with automatic devices for recording the number of revolutions of the drum prior to completing the mixing, with peripheral drum speed of approximately 200 feet per minute.

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2. Transit-mix concrete shall be mixed for a period of not less than ten (10) minutes. At least three (3) minutes of the mixing period shall be immediately prior to discharging at the job.

3. Transit-mix concrete shall not be delivered to the work with the total specified amount of water incorporated therein. Two (2) gallons of water per cubic yard shall be withheld, and may be incorporated in the mix, before the concrete is discharged from the mixer truck.

4. The concrete, at time of placing, shall be in such condition that it can be properly placed.

2.03 MISCELLANEOUS CONCRETE
A. Concrete Footings
B. P-1 PCC Paving (5” Thk)
C. P-2 PCC Post-Tension Paving (5” thk)
D. C-1 6” PCC Maintenance Band (6” wide x 8” deep w/ reinforcing) PART 3: EXECUTION

3.01 PLACING CONCRETE
A. The Contractor shall construct new concrete sidewalk construction conforming to Section 303-5 of the Standard Specifications and the project plans with lines and grades to meet existing. In order to meet ADA requirements, cross slope of new sidewalk shall be 2%.

B. Before the placing of any concrete, all forms shall be thoroughly cleaned and wet. Concrete shall be poured into forms immediately after it is mixed, and so that no separation will occur. No concrete which has stood for more than fifteen (15) minutes after leaving the mixer shall be used.

Concrete shall be rejected if not placed in final position within ninety (90) minutes after water is first added to the batch.

C. Maximum free drop of concrete shall not be more than 5’-0”. Use tremies in deep sections.

D. The location of all stoppages shall be approved by the Engineer.

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA
E. The flow surface of the freshly poured concrete shall be level whenever any pour is stopped and tight dams shall be built as necessary to accomplish this result. Construction joints shall be made only when unavoidable, and then only at the point determined by the Engineer.

Details of such joints shall be as directed by the Engineer.

F. Install concrete and cement finish work true to lines, dimensions, levels, and finish with smooth unblemished surfaces for exterior finishes specified on Plans.

G. Remove and replace defective concrete or cement work with new materials. Permission to patch any defective area shall not be a waiver of the right of the City to require complete removal of defective work if patching does not restore quality and appearance of work.

H. No advertising impression, stamp, or mark of any description will be permitted on surface of concrete or cement finish.

3.02 CEMENT FINISH
A. Compact and tamp concrete as specified to bring 3/8” of mortar to surface, wood float to straight edges and screeds, and apply following finishes. Do not use steel or plastic floats of any kind for initial floating operations.

Unless otherwise specified, do not apply finishes until surface water disappears and surface is sufficiently hardened. Remove any bleed water and laitance as it appears.

B. The color and finish for concrete paving shall be as shown on the plans. If no finish is indicated then the finish shall be as indicated by the City Engineer.

3.03 EXPANSION AND CONTROL JOINTS
A. Expansion joint material shall be as noted on the Plans.

B. Locate expansion and control joints to least impair the strength and appearance of the structure. In no case place an intersecting construction joint in such a way that two intersecting walks are separated by a construction or control joint at the point of intersection. Transition curves shall be part of a continuous pour of the intersection slab.

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 7

BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. Expansion joints shall be a maximum of twenty feet (20’) apart, with control joints a maximum of ten feet (10’) apart. Exception to this are specialty work joints which will be laid out as shown on the Plans.

2. The Contractor shall obtain the Engineer’s approval of layout showing proposed location of joints before pouring concrete.

C. Caulking of expansion joints where called for on the Plans shall be done with a non-tracking, multi-part flow type, self-leveling, polyurethane sealant manufactured by Chem-Seat, Grace, 3-H or approved equivalent.

1. Color shall match the color of the concrete where the expansion joint occurs unless shown otherwise on the plans.

2. Caulking shall be done by an experienced applicator in a workmanlike manner, in smooth straight runs, after thoroughly cleaning and priming joints.

3. All work shall be done in strict accordance with manufacturer’s printed recommendations. Do not permit traffic to travel over seated joints until sealer has fully cured.

4. A light dusting of fine sand will be required over wet sealer.

Contractor to discuss option with City Engineer.

3.04 QUALITY CONTROL
A. Smoothness tolerance exterior cement finish surfaces shall be of such smoothness and evenness that they shall contact the entire length of a 10’ straight edge laid in any direction, with an allowable tolerance of 1/8 inch.

Any operations necessary to achieve this result shall be performed by the Contractor at no additional cost to the City.

B. Inspections will be provided as necessary. Call for inspection two (2) working days prior to need.

C. The Contractor shall call for inspection during specific phases of construction. They shall include:

1. All form work prior to pouring.

2. All footings prior to pouring.

3. Subgrade prior to pouring.

SECTION 03 30 53-MISCELLANEOUS CONCRETE- 8

BRYANT RANCH COURTS, CITY OF YORBA LINDA

4. Drag form approval.

D. Contractor shall notify the Engineer twenty-four (24) hours prior to pouring any concrete.

E. Any work covered prior to inspection shall be opened to view by the Contractor at his expense.

3.05 TESTING
A. Compression tests of concrete shall be made as required by the Building Code except that compression tests of any grade of concrete shall be made whenever the quantity of that grade used in the project exceeds 25 cubic yards. At least two identical cylinders of each grade of concrete shall be taken of each 100 cubic yards of concrete or fraction thereof placed in the work. The cylinders shall be tested in a testing laboratory and test reports submitted to the City.

B. Storage of test cylinders on the site and after delivery to the testing shall be in accordance with ASTM Designation C31.

1. Should the strength by test fail, the mix shall be adjusted so that the resulting concrete shall comply with the minimum requirements, and all additional expense resulting from such adjustment shall be borne by the Contractor.

2. Should the strength of any grade by test fall below minimum, concrete from the defective pours which is in place may be tested by the core method. If such tests show the concrete to be defective, the concrete shall be removed and replaced or adequately strengthened as required under the governing Code.

All expenses involved shall be borne by the Contractor.

END OF SECTION

SECTION 07 92 00 – JOINT SEALANTS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 07 92 00 – JOINT SEALANTS
PART 1: GENERAL

1.01 GENERAL CONDITIONS
A. The General Provisions, Part 1 of the Standard Specifications for Public Works Construction “Greenbook” latest edition apply to this Section.

These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the Engineer.

1.02 DESCRIPTION OF WORK
A. Furnish all materials, labor, transportation, services, and equipment necessary to install landscape joint sealants as indicated on Drawings and as specified herein.

B. Work related in other Sections:

1. Section 03 10 00 – Concrete Formwork

2. Section 03 30 53 – Miscellaneous Concrete

1.03 REFERENCES
A. AAMA 800 - Specifications and Tests Methods for Sealants.

B. AAMA 850 - Fenestration Sealants Guide Manual.

C. ASTM C 661 - Indentation Hardness of Elastomeric Type Sealants by Mean of Durometer.

D. ASTM C 790 - Use of Latex Sealants.

E. ASTM C 804 - Use of Solvent-Release Type Sealants.

F. ASTM C 834 - Latex Sealing Compounds.

G. ASTM C 919 - Use of Sealants in Acoustical Applications.

H. ASTM C 920 - Elastomeric Joint Sealants.

I. ASTM C 962 - Use of Elastomeric Joint Sealants.

SECTION 07 92 00 – JOINT SEALANTS - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
J. ASTM C 1085 - Butyl Rubber-Based Solvent-Release Sealants.

K. ASTM C 1193 - Standard Guide for Use of Joint Sealants.

L. ASTM D 1565 - Standard Specification for Flexible Cellular Materials-- Vinyl Chloride Polymers and Copolymers (Open-Cell Foam).

M. ASTM D 1667 - Standard Specification for Flexible Cellular Materials - Vinyl Chloride Polymers and Copolymers (Closed-Cell Foam).

N. Fed. Spec. TT-S-001543 Sealing Compound: Silicone Rubber Base.

O. Fed. Spec. TT-S-001657 - Sealing Compound Single Component, Butyl Rubber Based, Solvent Release Type.

P. SWI: Sealants - The Professional's Guide.

1.04 SYSTEM PERFORMANCE
A. Provide elastomeric joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates.

1.05 SUBMITTALS
A. In accordance with Division 1.

B. Submit a list of sealants used on project, along with sealant type system proposed for each condition to fulfill sealing requirements.

C. Provide data indicating sealant chemical characteristics, manufacturer’s instructions, performance criteria, substrate preparation, limitations and color availability.

D. Samples:

1. Submit two samples of each sealant type and color specified for use on project for review and approval by the City Engineer.

2. Match sealant color with adjacent paving color. Provide colors from manufacturer’s standard or extended color palette, however, the Engineer’s will not be limited to manufacturer’s standard or extended color palette.

SECTION 07 92 00 – JOINT SEALANTS - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA

3. Unavailability of a specified color in conjunction with a manufacturer’s product requires providing a product of another specified manufacturer in which designated color is available.

1.06 QUALITY ASSURANCE
A. Applicator Qualifications: Company specializing in performing Work of this Section with a minimum of 5 years documented experience.

B. Coordination with Other Trades:

1. Coordinate installation of sealant and caulking materials of this section with adjacent work of other trades.

C. Manufacturer's Supervision:

1. Obtain manufacturer's local representative supervision for the following:
a. Inspection of Work just prior to start of sealant application. b. Provide initial instruction at start of Work, to insure that physical conditions which could result in defective work are properly corrected before materials are applied.
c. Instruct personnel in correct procedures.
d. Verify that proper procedures are being followed.
e. Notify manufacturer at least 72 hours prior to time it is required. f. Failure or refusal of manufacturer’s local representative to provide inspection and supervision required by this Section constitutes grounds for non-acceptability of materials manufactured by it even though such materials have been specified or approved.

1.07 DELIVERY, STORAGE AND HANDLING
A. Deliver materials to Project in original factory wrappings and containers, clearly labeled with identification of manufacturer, brand name, and lot number.

B. Store materials in original undamaged packages and containers, inside well-ventilated area protected from weather, moisture, soiling, extreme temperatures, and humidity.

1.08 PROJECT CONDITIONS

SECTION 07 92 00 – JOINT SEALANTS - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
A. Conform to sealant manufacturer's recommendations for temperatures (ambient, surface and material), moisture, humidity, and similar factors that affect installation of joint sealant materials.

B. Install joint sealant materials at times when temperatures of surface materials are approximately at median of service temperature extremes.

1.09 ENVIRONMENTAL REQUIREMENTS
A. Maintain temperature and humidity recommended by sealant manufacturer during and after installation.

1.10 COORDINATION
A. Coordinate Work with sections of work referenced in this Section.

1.11 WARRANTY
A. Include coverage for installed sealants and accessories which fail to achieve airtight seal, watertight seal, exhibit loss of adhesion, cohesion, or do not cure for a period of 5 years from date of Final Acceptance by the Owner’s Authorized Representative.

PART 2: PRODUCTS

2.01 SEALANT TYPES
A. Type 1 (vertical joint applications):

1. Two-part, non-sag polyurethane sealant conforming to ASTM C 920, Type M, Grade NS, Use NT, M, A, and O for non-traffic, vertical applications not subject to service temperatures in excess of 150°F. or joint movement in excess of ±50%.
a. Acceptable Manufacturer’s:
1) Vulkem 922; Mameco International, Inc.
2) Dynatrol II; Pecora Corp.
3) Sikaflex-2C NS; Sika Corporation.
4) Sonolastic NP 2; Sonneborn Building Products.
5) Dymeric 511; Tremco.

SECTION 07 92 00 – JOINT SEALANTS - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Type 3 (horizontal joint applications): Two-part, non-sag polyurethane sealant conforming to ASTM C 920-87, Type M, Grade NS, Class 25, Use T, M, A.

1. Acceptable Manufacturer’s:
a. Dynatred; Pecora Corp.
b. Vulkem 227; Vulkem Corp.
c. THC-901; Tremco.
d. 2C; Sika Corporation.
e. Sonolastic SL-2; Sonneborn Building Products.

2.02 ACCESSORY MATERIALS
A. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

B. Masking Tape: Provide masking tape on horizontal surfaces prior to installing sealant.

1. Acceptable Manufacturers:
a. 3M; Longmask.

C. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

D. Backer Rod:

1. Horizontal Joints: 9 lb. density, non-gassing, closed-cell polyethylene rod.

Oversize rod to 25 to 30% of joint wid

2. Vertical Joints: 2 lb. density, non-gassing, closed-cell polyethylene rod.

Oversize rod to 25 to 30% of joint width.

3. Acceptable Manufacturers:
a. Sof-Rod; Sonneborn Building Products.
b. Dual Rod; Nomaco.
c. NMC Sof Rod; ITP.

PART 3; EXECUTION

3.01 EXAMINATION
A. Verify that substrate surfaces and joint openings are ready to receive Work.

B. Verify that backer rod and bond breaker tape are compatible with sealant.

SECTION 07 92 00 – JOINT SEALANTS - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA

3.02 JOINT PREPARATION
A. Remove loose materials and foreign matter from joint which might impair adhesion of backer rod and sealant.

B. Clean and prime joints in accordance with manufacturer's instructions. Do not spill primer onto visible concrete. Immediately wipe off primer if spilling occurs.

3.03 BACKER ROD INSTALLATION
A. Allow primer to dry before installing backer rod.

B. Measure joint dimensions and size backer rod to be larger than 25 to 30% of the joint to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer.

C. Do not leave gaps between ends of backer rod.

D. Do not stretch, twist, puncture, or tear backer rod.

3.04 SEALANT INSTALLATION
A. Provide masking tape along joint edges prior to installing sealant.

B. Install sealant in accordance with sealant manufacturer's instructions.

C. Install sealant by proven techniques that result in sealant directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability.

D. Install sealants at same time sealant backings are installed.

E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

SECTION 07 92 00 – JOINT SEALANTS - 7

BRYANT RANCH COURTS, CITY OF YORBA LINDA
G. Tooling:

1. Tool joints concave.

2. Immediately after sealant application and prior to time curing begins, tool sealant to form smooth, uniform beads, eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint.

3. Remove excess sealant from adjacent joint surfaces.

4. Do not use tooling agents that discolor sealant or adjacent surfaces or are not approved by sealant manufacturer.

3.05 CLEANING
A. Clean adjacent soiled surfaces.

3.06 PROTECTION OF FINISHED WORK
A. Protect sealants until fully cured.

END OF SECTION

SECTION 32 92 23 SOD - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 32 92 23- SOD
PART 1: GENERAL

1.01 DESCRIPTION
A. The General Provisions shall apply to all Sod work operations. Provide all labor, materials, tools, transportation, equipment and incidentals necessary to perform work as indicated on the Plans and as herein specified.

B. Related Sections.

Section 32 90 00 – Landscaping
Section 32 84 00 – Irrigation
Section 32 93 95 – Maintenance Period
C. The Standard Specifications for Public Works Construction, “Greenbook” (SSPWC) 2021 edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These specifications shall supersede conflicts with information given in the Standard Specification, unless otherwise determined by the Engineer.

D. Definitions.

1. City: City of Yorba Linda

2. Engineer: City Engineer, or the City Engineer’s designated representative.

E. All vendors, suppliers, and manufacturer’s representatives and the associated addresses, phone and fax numbers on the Plans and in the Specifications are listed for convenience only. They are subject to change and their inclusion in no way constitutes an endorsement by the City.

1.02 QUALITY ASSURANCE
A. Comply with all applicable local, state, federal requirements regarding materials, methods of work, and disposal of excess and waste materials.

B. Grower’s directions, specifications and detailed drawings will be followed in all cases where articles used furnish directions covering points not delineated on the Plans or Specifications.

SECTION 32 92 23 SOD - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
C. The work included in this section will be done to the satisfaction of the Engineer. The decision by the Engineer as to the true construction meaning of the Plans and Specifications will be final.

D. All drop slips for sod fertilizers shall be given to the Engineer.

1.03 ENVIRONMENTAL REQUIREMENTS
A. Do not install sod when ambient temperatures may drop below 45 degrees F (12 degrees C) or above 95 degrees F (39 degrees C).

B. Do not install sod when wind velocity exceeds 30 mph (48 k/hr).

PART 2: PRODUCTS

2.01 REFERENCES
A. ANSI Z60.1 - Nursery Stock.

B. California State Department of Agriculture - Regulations for nursery inspections, rules, and grading.

2.02 SOD
A. Sod shall be Bandera Bermuda grass (unless directed otherwise by the Engineer) ‘Big Rolls” or approved equivalent grown by an established sod nursery having been in the business of growing sod a minimum of five (5) years. Sod shall be free of turf disease, insects, or weeds, and capable of healthy, vigorous growth.

B. Sod shall be grown in a blown sand medium. It shall be cut with a 1/2” to 3/4” thickness of soil that completely covers the root zone. Sod shall be wide cut, big roll. The sod shall arrive vigorous and have a lush appearance, uniform texture and dark green color throughout with no dead or dying edge. The sod shall be sufficiently dense to bear handling and placement without tearing.

C. Nylon mesh in sod will not be accepted.

D. Sod to be certified RED ANT free by the grower.

E. Sod may be obtained from:

Grower as specified in the Planting Legend, or A-G Sod Farms 30932 Palm Avenue Nuevo, CA 92567 Phone: (800) 233-5254

SECTION 32 92 23 SOD - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2.03 FERTILIZERS, SOIL CONDITIONING MATERIALS AND WATER A. General.

1. Fertilizing and soil conditioning materials shall comply with the applicable requirements of the City’s Standards and Specifications.

All materials shall be packaged first grade, commercial quality products identified as to source, type of material, weight, and manufacturer’s guaranteed analysis. Fertilizing and soil conditioning material shall not contain toxic ingredients or fillers in quantities harmful to human life, animals, or plants.

2. The Contractor shall furnish to the Engineer the Certificate of Compliance stating that the material substantially meets the City’s specifications.

3. Exact fertilizing and conditioning materials and the required composition and quantities shall be determined by the agronomic soils test.

B. Commercial Fertilizer.

1. Commercial fertilizer shall be a palletized or granular product having a chemical analysis as specified on the Plans or in the Specifications. Commercial fertilizer shall be free-flowing material delivered in unopened sacks. Material which becomes caked or otherwise damaged shall not be used.

2. Pre-planting fertilizer composition to be 6-20-20. Post-planting composition shall be 6-20-20XB. Fertilizer shall provide one pound of P and K per 1,000 square feet. Nitrogen shall not exceed 1/3 pound per 1,000 square feet. Exact composition and type to be determined by agronomic soil test.

3. Fertilizer available from:

J.R. Simplot
Lathrop, CA 95330
Phone: (209) 858-2511, Fax: (209) 858-2519
C. Water.

1. Water shall be clean, fresh and free of substances or matter which could inhibit vigorous growth of plants.

SECTION 32 92 23 SOD - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA

2. Water shall be supplied at Contractor’s expense at no additional cost to the City through the end of the maintenance period.

PART 3: EXECUTION

3.01 FERTILIZING
A. Two to three days prior to sodding, fertilize with J.R. Simplot Best 6-20-20 at one pound of P and K per 1,000 square feet. Exact quantity shall be determined by the agronomic soil test.

Adequately irrigate after application.

B. Fifteen days after sod installation is complete, fertilize as above with J. R.

Simplot Best 16-20-20XB.

3.02 INSTALLING SOD
A. Soil conditioning and fine grading shall be completed before sodding. No heavy equipment shall operate over the subgrade after grading is completed.

B. The subgrade shall be moist but not wet when sod is laid. Sod shall be laid with closely fitted joints, and the ends of the trips shall be staggered.

Openings shall be plugged with sod.

C. Within two hours after installing sod and before rolling, the sod shall be adequately irrigated with a minimum of 1/2” of water. All seams and joints shall then be rolled until the sod is well bonded to the subgrade.

D. The area shall then be watered thoroughly with 2 to 4 inches of water to penetrate the subsoil at least 8 inches. Watering shall be repeated as necessary to keep the sod moist until rooted into the subgrade. Sodded areas shall be protected against foot traffic until the sod is well established.

3.03 MAINTENANCE
A. Maintenance period will be a minimum of ninety (90) days after Date of Acceptance by the City of all sod installation.

B. Maintenance includes:

SECTION 32 92 23 SOD - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA

1. Water, weed, fertilize, mow, edge and spray as necessary to promote a healthy growing condition. Keep project neat and attractive throughout the maintenance period.

2. Apply herbicides for weed control, as needed or directed by City, in accordance with manufacturer’s instructions. Remedy damage resulting from the use of herbicides.

3. Exterminate rodents and insects as required.

4. Adjust irrigation system scheduling to sufficiently saturate root zone.

5. Repair or replace any damaged item caused by vehicles, vandals, bicycles, or foot traffic during the maintenance period.

6. (During growing season) fertilize turf every four weeks with one pound of nitrogen per 1,000 square feet in a complete fertilizer product (4-1-4 ratio).

C. Maintenance period may be extended if turf grass and other plant material is not in a healthy growing condition. When all maintenance work has been completed to the satisfaction of the Engineer, the Contractor will be released through written notification by the Engineer.

D. Mow turf a minimum of two (2) times a week with the first mowing to be completed ten (10) days after installation of sod. Maintain a mowing height of 3/8” to 3/4” inches. Do not cut more than 1/3 of grass blade at any one mowing. Grass shall be mowed with a sharp power driven reel mower. Clippings shall be collected and removed.

END OF SECTION

SECTION 32 93 95 – MAINTENANCE PERIOD - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 32 93 95 – MAINTENANCE PERIOD
PART 1 GENERAL

1.01 SUMMARY
A. The General Provisions shall apply to all Continuous maintenance of plant material during and after the maintenance period. Provide all labor, materials, tools, transportation, equipment, and incidentals necessary to perform work as indicated on the Plans and as herein specified.

B. Related Sections.

Section 32 80 00 Irrigation
Section 32 92 23 Sod
Section 02 90 00 Landscaping
C. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition, is referenced as if herein contained and the Contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the City.

D. Definitions.

1. City: City of Yorba Linda

2. Engineer: City Engineer, or the City Engineer’s designated representative.

3. ASTM: American Society of Testing Materials
E. All vendors, suppliers, and manufacturer’s representatives and the associated addresses, phone, and fax numbers on the Plans and in the Specifications are listed for convenience only. They are subject to change and their inclusion in no way constitutes an endorsement by the City.

1.02 SUBMITTALS
A. Closeout Submittals: Furnish reproducible mylar prints and microfiche negatives of project record drawings and digital files in a format acceptable to the Owner, after review by the City Engineer, and one month prior to the end of the maintenance period.

1.03 QUALITY ASSURANCE
A. Qualifications: Demonstrate experience in horticulture and landscape maintenance, practices, and techniques. Provide sufficient number of

SECTION 32 93 95 – MAINTENANCE PERIOD - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
workers with adequate equipment to perform the work during the maintenance period.

1.04 MAINTENANCE
A. Maintenance Service: After landscape planting and irrigation work have been completed, reviewed, and accepted by the City planner, provide maintenance of planted areas by means of watering, weeding, rolling, pruning, mowing, re-seeding, cultivating, spraying, mulching, trimming, edging, and other operations necessary for care and upkeep for a period of ninety (90) calendar days after “Date of Acceptance of Installation”.

B. Construction fencing shall remain until after the maintenance period is complete or as directed by the Engineer.

PART 2 PRODUCTS

2.01 MATERIALS
A. Provide materials used in conjunction with the maintenance work in accordance with the requirements of the related sections as indicated in

1.01 B.

PART 3 EXECUTION

3.01 FERTILIZING
A. Apply an application of Gro-Power Premium Hi-Nitrogen 18-3-7: consisting of the following percent’s bye weight: 14-nitrogen, 4-phosphoric acid, 9- potash, 3-sulfur, 30-humus, 6-humic acids, or equal, commercial fertilizer at the rate of 8 pounds per 1,000 square feet 30 days after planting.

1. Repeat fertilizer application at 45- to 60-day intervals until the end of the maintenance period.

3.02 LANDSCAPE PLANTING MAINTENANCE
A. Provide maintenance of new planting consisting of watering, cultivating, applying pre-emergence weed control, weeding, mulching, re-staking, pruning, tightening, and repairing of guys, resetting plants to proper grades or upright position, restoration of planting saucers, and furnishing and applying such sprays and invigorants as are necessary to maintain the plants free of insects and disease and in thriving condition.

SECTION 32 93 95 – MAINTENANCE PERIOD - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA
B. Irrigate planting areas as required to ensure active growth. Maintain planting areas in a moist, but not saturated, condition. Regulate irrigation as necessary to avoid erosion and gullying.

1. Supplemental hand watering may be required to maintain new and existing planting.

2. When hand watering, use water wand to break the water force.

C. Inspect plants, including turf, for disease or insect damage weekly. Treat affected material immediately.

1. Remove damaged or diseased growth from trees and shrubs. Treat cuts larger than 1/2-inch in diameter with tree paint.

2. Immediately remove any dead or dying plants not in a vigorous thriving condition. Replacement plants shall be the same species and size as those originally planted.

3. Pruning: Pruning work shall be performed by skilled workman in accordance with standard horticultural pruning practices. Remove from the project all pruned branches and other excess material.

Remove and replace plant material excessively pruned, or malformed plants resulting from improper pruning practices at no additional cost to Owner.
a. Trees: Prune trees to select and develop permanent scaffold branches; to eliminate narrow V-shaped branch forks that lack strength; to reduce toppling and wind damage by
thinning out crowns; to maintain a natural appearance and to balance crown with roots. Prune only as directed by the City Arborist.

D. Re-stake, tighten, and repair ties. Reset to proper grades or upright position any plants that are not in their proper growing position. Stakes shall remain in place through the guaranty period. Readjust tree ties to prevent rubbing.

E. Weeding: Keep plant basins and. areas between plants free of weeds.

Control weeds with pre-emergent herbicides. If weeds develop, use legally approved herbicides. Avoid frequent soil cultivation that may destroy shallow roots. Weed paved areas including public or private sidewalks.

F. Insect, Animal, Rodent, and Disease Control: Control with legally approved materials as required.

SECTION 32 93 95 – MAINTENANCE PERIOD - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA
G. Protection: Maintain protection of the planted areas. Damaged areas shall be repaired or replaced at the Contractor's expense.

H. Trash: Remove trash weekly in all planted areas, pedestrian walkways, patios, and plazas.

I. If it becomes evident that certain turf areas and groundcovers have not established uniformly or properly, replant the areas immediately with the same plants and quantity as specified to achieve 90 percent coverage of healthy, actively growing turf and groundcovers for acceptance at Final Review.

J. Wash all trees weekly and immediately after rain, or as directed by City Engineer, to remove dust, dirt, and salt build-up on foliage. Trees shall be washed at a time that is appropriate to the specific species of tree.

3.03 SOD MAINTENANCE
A. Maintenance period will be a minimum of ninety (90) days after Date of Acceptance by the City of all sod installation.

B. Maintenance includes:

1. Water, weed, fertilize, mow, edge, and spray as necessary to promote a healthy growing condition. Keep project neat and attractive throughout the maintenance period.

2. Applying herbicides for weed control, as needed, or directed by City Engineer, in accordance with manufacturer’s instructions. Remedy damage resulting from the use of herbicides.

3. Exterminate rodents and insects as required.

4. Adjust irrigation system scheduling to sufficiently saturate root zone.

5. Repair or replace any damaged item caused by vehicles, vandals, bicycles, or foot traffic during the maintenance period.

6. (During growing season) fertilize turf every four weeks with one pound of nitrogen per 1,000 square feet in a complete fertilizer product (4-1-4 ratio).

C. Maintenance period may be extended if turfgrass and other plant material is not in a healthy growing condition. When all maintenance work has

SECTION 32 93 95 – MAINTENANCE PERIOD - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
been completed to the satisfaction of the Engineer, the Contractor will be released through written notification by the Engineer.

D. Mow turf a minimum of two (2) times a week with the first mowing to be completed within the first ten (10) days after installation of sod. Maintain a mowing height of 2” inches. Do not cut more than 1/3 of grass blade at anyone mowing. Grass shall be mowed with a sharp power-driven reel or rotary mower. Clippings shall be collected and removed.

3.04 IRRIGATION SYSTEM MAINTENANCE
A. Provide maintenance of irrigation system consisting of cleaning nozzles, servicing valves, setting controller programs, and other activities required during the landscape maintenance period.

B. System Observation: Check systems for proper operation. Lateral lines shall be flushed out after removing the last sprinkler head or two at each end of the lateral. All heads are to be adjusted as necessary for unimpeded coverage.

C. Controllers: Set and program automatic controllers for seasonal water requirements. Give the Owner's representative Instruction on how to turn off system in case of emergency.

D. Repairs: Repair all damages to Irrigation system at the Contractor's expense. Repairs shall be made within 24 hours.

E. All Irrigation heads shall be adjusted to provide 100 percent coverage (head-to-head) with minimal overspray onto hardscape or paving.

3.05 FINAL REVIEW
A. Conduct Final Review at the completion of the formal maintenance period.

B. Submit a written request for review to the City Engineer 10 working days before the completion of work in order that a mutually agreeable time for review may be arranged.

C. The Architect, Contractor, Owner, and others as the City Engineer will direct, shall be present at the Final Review.

D. If, after the review, the City Engineer accepts that the work has been performed in accordance with the Contract Drawings and Specifications, and that plant materials are in satisfactory growing condition, and the irrigation system is in operating order, the City Engineer will issue written notice of final acceptance and end of the formal maintenance period.

SECTION 32 93 95 – MAINTENANCE PERIOD - 6

BRYANT RANCH COURTS, CITY OF YORBA LINDA
E. Work requiring corrective action or replacement in the judgment of the City Engineer shall be performed within 10 days after the Final Review.

Perform corrective work and replace materials in accordance with the Contract Drawings and Specifications.

3.06 CLEANING
A. Maintain planted areas free of debris. Cultivate and weed at intervals of not more than 14 calendar days.

B. Wash down walks and paving areas, only, with high pressure hose at intervals of not more than 7 calendar days.

C. Upon completion of the maintenance period leave landscaped areas clean and free of debris and weeds.

3.07 PROTECTION
A. Protect planting areas and plants against damage for duration of maintenance period. Maintenance includes temporary protection fences, barriers, and signs as required for protection. If plants become damaged or injured, treat or replace as directed by City Engineer.

END OF SECTION

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 1

BRYANT RANCH COURTS, CITY OF YORBA LINDA
SECTION 260010 – BASIC ELECTRICAL REQIREMENTS
PART 1 - GENERAL

1.1 SCOPE
A. This section supplements all sections of this division and shall apply to all phases of work hereinafter specified, shown on the drawings, or required to provide a complete installation of electrical systems for the Project. The work required under this division is not limited to the electrical specifications and drawings. Refer to all bid documents including Civil, Architectural, Structural, and Mechanical documents which may designate Work to be accomplished. The intent of the Specifications is to provide a complete and operable electrical system, which shall include all documents that are a part of the entire Project Contract.

1. Work included: Furnish all labor, material, tools, equipment, facilities, transportation, skilled supervision necessary for, and incidental to, performing operations in connection with furnishing, delivery, and installation of the work in this division complete as shown or noted on the Drawings and specified herein.

B. Related Work Specified Elsewhere:

1. Refer to all sections in the general contract conditions, Contract Requirements and Division 1, General Requirements.

C. Work Installed but Furnished by Others:

1. The electrical work includes the installation or connection of certain materials and equipment furnished by others. Verify installation details. Foundations for apparatus and equipment will be furnished by others unless otherwise noted or detailed.

1.2 GENERAL REQUIREMENTS
A. Guarantee See General Conditions:

1. Except as may be specified under other Sections in the specification, guarantee equipment furnished under the specifications for a period of one year, except for equipment required to have a longer guarantee period, from date of final completion. Guarantee all work against defective workmanship, material, and improper installation. Upon notification of failure, correct deficiency immediately and without additional cost to the Owner.

2. Standard warranty of manufacturer shall apply for replacement of parts after expiration of the above period. Manufacturer shall furnish replacement parts to the Owner or his service agency as approved. Furnish to the Owner, through the Architect, printed manufacturer's warranties complete with material included and expiration dates, upon completion of project. Conform to Division 01.

B. Equipment Safety: All electrical materials and equipment shall be new and shall be listed by Underwriter's Laboratories and bear their label, or listed and

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 2

BRYANT RANCH COURTS, CITY OF YORBA LINDA
certified by a nationally recognized testing authority where UL does not have an approval. Custom made equipment must have complete test data submitted by the manufacturer attesting to its safety.

C. Codes and Regulations:

1. Design, manufacturer, testing and method of installation of all apparatus and materials furnished under the requirements of these specifications shall conform to the latest publications or standard rules of the following:
a. Institute of Electrical and Electronic Engineers - IEEE b. National Electrical Manufacturers' Association - NEMA c. Underwriters' Laboratories, Inc. - UL
d. National Fire Protection Association - NFPA
e. American Society for Testing and Materials - ASTM
f. American National Standards Institute - ANSI
g. California Electrical Code - CEC, Title 24, Part 3
h. California Code of Regulations, Title 8, Subchapter 5 i. California Building Code-CBC, Title 24 Parts 1 &2
j. State & Municipal Codes in Force in the Specific Project Area k. Occupational Safety & Health Administration - OSHA
l. California State Fire Marshal
m. California Fire Code- CFC, Title 24 Part 9
n. National Electrical Testing Association - NETA

2. The term "Code", when used within the specifications, shall refer to the Publications, Standards, ordinances and codes, listed above. In the case where the codes have different levels of requirements the most stringent rules shall apply.

D. Requirements of Regulatory Agencies:

1. Codes, Permits, and Fees: Where the Contract Documents exceed minimum requirements, the Contract Documents take precedence. Where code conflicts occur, the most stringent shall apply. The most stringent condition shall be as interpreted by the Engineer.
a. Comply with all requirements for permits, licenses, fees and Code. Permits, licenses, fees, inspections and arrangements required for the Contractor at his expense shall obtain the Work, unless otherwise specified.
b. Comply with the requirements of the applicable utility companies serving the Project. Make all arrangements with the utility companies for proper coordination of the Work.

E. Shop Drawings:

1. See Division 01 for additional requirements.

2. Time Schedules for Submission and Ordering: The Contractor shall prepare, review and coordinate his schedule of submissions carefully, determining the necessary lead time for preparing, submitting, checking, ordering and delivery of materials and equipment for timely arrival. The Contractor shall be responsible for conformance with the overall construction schedule.

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 3

BRYANT RANCH COURTS, CITY OF YORBA LINDA

3. Submittals will be checked for general compliance with specifications only. The Contractor shall be responsible for deviations from the drawings or specifications and for errors or omissions of any sort in submittals.

4. Submit a complete list of materials and equipment proposed for the job, including manufacturers names and catalog numbers.

5. Shop drawings shall be submitted in completed groups of materials (i.e., lighting fixtures or switchgear). The Contractor shall add and sign the following paragraph on equipment and materials submitted for review. "It is hereby certified that the (equipment) (material) shown and marked in this submittal is that proposed to be incorporated into the project; is in compliance with the Contract Drawings and specifications and can be installed in the allocated spaces". Failure to add the above written statement for compliance will result in return of submittals without review. a. Bind catalog cuts, plate numbers, descriptive bulletins and drawings, 11" x 17" (275 mm x 435 mm) or smaller, in sets with covers neatly showing titles.
b. The Contractor shall verify dimensions of equipment and be satisfied as to Code compliance for fit prior to submitting shop drawings for approval.
c. Where current limiting devices are specified, submit technical data to substantiate adequate protection of equipment cascaded
downstream. Submittals shall not be reviewed unless supporting calculations and data are submitted therewith.
d. Include complete catalog information such as construction, ratings, insulation systems, as applicable.
e. For any material specified to meet UL or trade standards, furnish the manufacturers or vendor's certification that the material furnished for the work does in fact equal or exceed such specifications. f. Reference listings to the specifications' Sections and Article to which each is applicable.
g. Equipment Floor Plans: After approval of material is secured prepare a floor plan of each electrical and communication equipment space, room or yard, drawn to scale at 1/2 inch equals 1 foot and submit for approval in the same manner as for shop drawings. The layout drawings shall be exact scale.

6. Contractor shall prepare coordinated drawings when required by Division 01 or where noted otherwise.

F. Interpretations: The Contractor through the Architect must make Requests for interpretations of drawings and specifications. Any such requests made by equipment manufacturers or suppliers will be referred to the Contractor.

G. Standard of Quality

1. The contract Drawings and Specifications establish the “MINIMUM STANDARD OF QUALITY” each product and/or system must meet to be considered acceptable. Products of other manufactures will be considered if the product and/or system meet or exceed the “MINIMUM STANDARD OF QUALITY” established by this Contract Document.

2. Items for similar application shall be of the same manufacturer.

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 4

BRYANT RANCH COURTS, CITY OF YORBA LINDA

3. The label of listing by UL shall appear on all materials and equipment for which standards have been established by the agency.

4. Where codes as listed in Section General Requirement Section of the Specifications that establish label or approved requirements, furnish all materials and equipment with either the required labels affixed or the necessary written approval.

5. Provide the type and quantity of electrical materials and equipment necessary to complete Work and all systems in operation, tested and ready for use.

6. Provide and install all incidental items that belong to the Work described and which are required for complete systems.

7. All switchboards, distribution boards, panel boards and circuit breakers shall be of the same manufacturer.

8. All wiring devices such as switches and receptacles shall be of the same manufacturer.

H. Substitutions: Refer to Division 01
I. Submit comprehensive material list, shop drawings and complete technical data for the following equipment and materials:

1. General Requirements:
a. Main service and distribution switchboards.
b. Panelboards.
c. Conduits
d. Conductors, include all selected insulation types.
e. Fuses
f. Disconnect switches and Starters.
g. Pullboxes, manholes and handholes.
h. Standard lighting fixtures, specially fabricated fixtures, ballasts and lamps, with samples and sample of standard finish available (where requested).
i. Control devices, standard and special receptacles, switches, outlets and finish device plates.
j. Cabinets for signal and telephone system, special terminals and cabinets. Include all cabinet dimensions.
k. Fire alarm system.
l. Transformers
J. Utility Service:

1. Contractor shall verify the locations shown on the drawings and shall include extensions of lines to building service from locations which are acceptable to the Owner.

2. Verify electrical, civil, architectural and structural, dimensional and other requirements with the Owner.

3. Should any major modifications to the work indicated be necessary to comply with the Owner requirements, notify the Architect.

4. Contractor shall contact the utility company representatives to establish pre-construction coordination, obtain all necessary meters and/or

SECTION 26 00 10 – BASIC ELECTRICAL REQUIREMENTS - 5

BRYANT RANCH COURTS, CITY OF YORBA LINDA
approvals, and schedule utility work to coordinate with the construction schedule.

5. All utility services shall be installed per the utility company requirements. Verify final construction requirements with utility company service planners prior to construction.

K. Record Drawings: Refer to Division 01, Contract Closeout.

L. Work Responsibilities:

1. The drawings indicate diagrammatically the desired locations or arrangement of conduit runs, outlets, junction boxes and equipment and are to be followed. Execute the work so as to secure the best possible installation in the available space and to overcome local difficulties due to space limitations. The Contractor is responsible for the correct placing of his work. Where conflicts occur in plans and/or specifications, the most stringent application shall apply and shall be part of the base bid.

2. Locations shown on architectural plan or on wall elevations shall take precedence over electrical plan locations, but where a major conflict is evident, notify the Architect.

3. In the event minor changes in the indicated locations or arrangement are necessary due to developed conditions in the building construction or rearrangement of furnishings or equipment or due to interference with other trades, such changes shall be made without extra cost.

4. Verify dimensions and the correct location of Owner-Furnished equipment before proceeding with the roughing-in of connections.

5. All scaled and figured dimensions are approximate of typical equipment of the class indicated. Before proceeding with work carefully check and verify dimensions and sizes with the drawings to see that the furnished equipment will fit into the spaces provided without violation of applicable Codes.

6. Should any changes to the work indicated on the drawings or described in the specifications be necessary in order to comply with the above requirements, notify the Architect.

7. Contractor shall be responsible for coordination of coordinated drawings when required by the Architect.

8. Replace or repair, without additional compensation any work which does not comply with or which is installed in violation of any of these requirements.

M. Installation General: For special requirements, refer to specific equipment under these requirements.

1. Unless otherwise specified elsewhere in the specifications, do all excavating necessary for the proper installation of the electrical work.

2. Locations of Openings: Locate chases, shafts and openings required for the installation of the electrical work during framing of the structure. Do any additional cutting and patching required. Cutting or drilling in any structural member is prohibited without approval of the Architect. Furnish all access panels to make all boxes, connections and devices accessible as required by CEC.